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HomeMy WebLinkAboutTract Map 30264-5 Lot 15, 20-41 Precise Grading CITY OF TEMECULA GRADING NOTES 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & PRECISE GRADING PLAN SEDIMENT CONTROL ORDINANCE N0. 04-04, AND, IF APPLICABLE, TO THE STATE WATER 40 RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. VJs�c� � sT P�� Q � '9TF AREA 2H� PHASE6 _ 5 MIN. 5 MIN. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1�. DRAINAGE TR. 30264" LOTS 'S 20Aw41 MUDSILL � � I SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' y�; AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL � EXTERIOR WALLS AT NOT LESS THAN 1/a" PER FOOT FOR A MINIMUM OF 3 FEET. UPPER PAD FINISHkuE MUDSILL RAINBOW CANYON ��� � � �� . 6 MIN. SURFA3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 'o REDHAWK PKWY �� � � LOWER PAD 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR s LOMA LINDA O� 6'M`IN• e . � � STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT WOLF CREEK DRIVE S. � ROAD �f�� �� ,� 20�MMAX. 8"MIN. � SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 1% MIN, 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, � REDHAWK PKWY �� �'� % , v SECTION B-B gLOPE VARIES SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE ,f �� NO SCALE 2:1 MAX. BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL ; � FILLS OVER 1 DEEP. '� A � p�� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS /` ' '� � MUDSILL - 5 MIN. _ DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN WOLF VALLEY ROAD � ; j %' �-�,' �'�,�/ ," �+ � ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING VICINITY MAP INDEX MAP i �f ; ,; ; ; 3 MIN. 2 MIN. FINISHED SURFACE . . . DEER HOLLOW ROAD SCALE: 1" = 200' � � � f �' ,� , % ,�," r � PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / �p1� FILL SLOPES. PROJECT SITE �",' ' r,� ;' �',�" �r ' �, ��', �� ELEV, TR. 30264-5 y % /` ' ���� '' yQS� P�� � V. D e ., -r 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. NOTEi � � ;/ ;%�r ;i ' ,�� 5 � 8 MIN• JLOPE VARIES :1 MAX. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE ALL ELEV� TIONS ON ALL ' e PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC., � ,�;%` � � � DATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE 11"', ' 1 29� MIN. SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION '"� 30 -0 � % i i ANYON CREST COURT HOUSES ARE ENHANCED. � ; � , FOR REAR YARD SLOPES GREATER 20% 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' SS.00' SS.00' ROCKY j��A , ;D IyE; ,I' ;', ROCKY A MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. � w PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 o ? J J 0 0 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND �A � �c °� `� � FINISH FLOOR 6 � 2� SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING �� � P � � �Qv THE GRADING PHASE. E E E HIGH POINT = PAD Z+ L .. .' a . : ', p. •, .e:' �. •' � . , ' v. �� ELEVATION-0.21 MIN. A '� ; � � � P °o: 2% MSN �'Q�' 2� MIN 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE p/L•� �°� ��° ' �` APPLICABLE, GROUND COVER, TREES, SHRtJaS OR A COMBINATION THEREOF IN ��} o � w - � = ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES 0z OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK �� � � g" °: ,v FLOW PREVENTION DEVICES PER THE U.P.C. = 1" SAND ' FILL DISPOSAL 55.00' 55.00" 55.00' � 5' S' 9„ FINISH FLOOR 6 �Q� 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS PAD ELEVATION MIN. MIN. PAD ELEVATION MIN. PAD GRADE BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF C �c V. .� > ' � .' � � . � 2% MIN. �Q�"� 2% MIN. STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST 2A 2e o 2c � � _ . • > •' � ' '• ► • � REV. FOUNDATION CONSTRUCTION SECTION BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A � �, � � � - r=1111 REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE C) � � � 3�� � NO SCALE _ PLACEMENT OF FILL. E E E g►___ _ g APPLIES TO LOTS 15 AND 20-32 OF TR. 30264-5. � 11" �� FILL DISPOSAL THE DATE OF THIS REVISION IS 03/08/2010 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES 2 SAND � *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING PAD GRADE GRADING OPERATIONS. 00i PA 55.00' 55.00' 55.00' Raw °� � �` � FOUNDATION CONSTRUCTION SECTION LEGEND 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. NO SCALE FS FINISH SURFACE Q SHEET N0. 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND 3a 3c 3D *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* TC TOP OF CURB PAD 1200.1 PAD ELEVATION FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A �LO LID TYPICAL SIDE YARD DRAINAGE FL FLOW LINE ELEVATION -- TRACT BOUNDARY REGISTERED SLOPES CIVIL OVER 30' V�ERTSOIL ICALENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND NO SCALE INV, INVERT E T. E SOILS ENGINEER'S CERTIFICATE: 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 GFF GARAGE FINISH FLOOR HIGH POINT I, SCOTT GRAY, A REGISTERED CIVIL ENGINEER OF THE STATE OF -------- EXISTING CONTOURS ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH � 1234.0 FLOW LINE ELEVATION RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE 57.00' 57.00' 57.00' MODEL TYPE •g• PAD ELEVATION-0.139 CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN. 2% ` � SOIL MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF F.L z LOT NUMBER THE SOIL CONDITIONSPREVALENT WITHIN THIS SITE WAS MADE BY ME G.B. GRADE BREAK DEEPENED FOOTING 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS DEEPENED FOOTING oss.oa �� 1069.0e ELEVATION TYPE OR UNDER MY DIRECTION ON_N_��___�__, ONE COMPLETE OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL � PER PLAN -f� STREET LIGHT ENHANCED REAR ORDINANCE N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING 4A � 4B M 4D � COPY OF THE GEOTECHNICAL ENGINEERING INVESTIGATION COMPILED ER 35 FINISH FLOOR ELEVATION FIRE HYDRANT ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. � 8 ABOVE PAD ELEVATION FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED ��4 GARAGE GARAGE GARAGE 5' MIN. 3F o�o.t� PAD ELEVATION TO THE OFFICE OF THE CIN ENGINEER. TW TOP OF WALL ESR RIGHT ELEVATION ENHANCED SIDE 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 1771 PAD=1069.50 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 4' MI " THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY � TOP OF FOOTING ESL ENHANCED SIDE DIRECTION AND CONFORM TO THE RECOMMENDATIONS MADE IN THE 2 DETAIL NUMBER LEFT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO LENGTH OF DEEPENED so �o6 � e SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FOOTING (D.F.) � o GEOTECHNICAL ENGINEERING INVESTINGAT10N MENTIONED ABOVE. ENHANCED ELEVATION ER Q�ovessio 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PER PLAN PROPERTY LINE � A. Q�'�'� PUBLIC RIGHT-OF-WAY. gill RETAINING WALL, 6 �' No. 87391 � NOTICE TO CON TRACTORS 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE BUILDING FOOTPRINTS WHEN REQUIRED, °p' • ioe7 � � APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF BY SEPARATE PERMIT 10 9.67 e1 w EXP. t2-3t-to � CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR � * ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE „ � �e JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER SCALE 1 = 50 GARAGE FINISH FLOOR ELEVATION oe ;n Z � - � - F v►� �? OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY F❑❑TING TO BE DEEPENED � ^ � ,06�" RIGHT-OF-WAY SIGNED �� c����� AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL FOR REVIEW AND APPROVAL. 1 go go, SCOTT A. GRAY 12/31/2010 DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY 22, THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 3 � CURB R.C.E. No. 67391 EXPIRATION DATE AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF � F ' 20' �' i9_4WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF ' '10 STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS, THE k*---LENGTH OF F.F. ELEV, DATE OF THE OWNER OR ENGINEER. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE DEEPENED FOOTING (D,F,) VARIES, 6' MIN, TD TYPICAL LOT CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 1 60 +PER PLAN,AMAXPTH FOOTING EARTHWORK QUANTITY ESTIMATE UNDERGROUND STRUCTURES NOTIFICATIONS OWNER�DEVELOPER: PAD ELEV, ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS STANDARD PACIFIC HOMES c'i MI AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES CUT FILL 255 EAST RINCON ST. S.200 12' MIN. EXCAVATION 3100 C.Y. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: CORONA CA 92879 PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND 951-372-8500 Underground Service Alert EMBANKMENT 3100 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CIN OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 " SUBSIDENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SOILS ENGINEER y NDTE�THE EXPOSED PORTION OF THE DEEPENED FOOTING INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 � o Call: TOLL FREE SHALL BE FORMED, SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED, THE CONTRACTOR IS REQUIRED TO TAKE PACIFIC SOILS ENGINEERING INC. DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS 0 BEARINGS 7715 CONVOY COURT 1-800 IMPORT/EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE, IT SHALL BE THE SAN DIEGO CA 92111 m '- GR 227-2600 TVP. EXTRA DEPTH FOOTING PLAN CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD 858-560-1713 N,T,s, TOTALS 3100 C.Y. 3100 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'4528"W 858-560-0380 FAX LD Cl i O6 9 GR TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q����$$�oN � �F,Hall & Foreman, Inc. RECOMMENDED BY: Qi � DATE: �;�� Drawing.- No. 09/08/10 AJT REVISE FWNDATION CONSTRUC110N SEC110N � _ o �'� �• P q� Engineering•Surveying.Planning.Landscape Architecture �--� CITY 0 F TE M E C U L A DEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY 600-62-69 1970 � ,� o f O ON SHEET 1. (APPLIES TO LOTS 20-25, $HT 2, � y? /�� ThPhn.B91�94�3t00s TFaxs 931 294-9010 lCONTRACTOR BRASS DISC SET 1 EAST OF CONCRETE POST MARKER HORIZONTAL � � LOT 26, SHT 3 AND 27-32, SHT 5). LOTS STAMPED 68 RESET, 2.9 MILES S E ALONG PALA ROAD � < No. 21914 z ACCEPTED BY: DATE. PRECISE GRADING PLAN 1 AS SHOWN W EXP. s-ao->> � PREP D Y: 4EG 410TLER INSPECTOR 21-32 HAVE REVISED FF AND PAD ELEVS. FROM POST OFFICE AT TEMECULA 29' N.E. OF THE � * L� DIRECTOR OF PUBLIC WORKS/CITY ENGINEER AREA 2H, PHASE 6 PAVED ROAD 5 N.W. OF TEL. POLE N0. 6295, C.W.T. 30 VERTICAL �A7 ?`" � a � ��C�`� RCE 47109 S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 �F IV��- o� ANTHON J. TERICH DATE: '� iU ��'• • ... TR. 30264-5 LOTS 15, 20-41 DATE COMPLETED �� CA�'�� R.C.E. No. 21914 EXP. DATE 9-30-11 �i98�. . SHT. 1 OF 5 �® 10.2 ^®' F.G. 1g 4a FG F70 G � N c► ° 0' • c� f t-- �, 4059 8.6y 6 18.1 D 23 47.15° FG 0 FG 45 2, 74.0 2, Cn bDCD 18.3 ��g 118 91 VkFFG 7 1? a FG 1 Hp 192 1118.77 0 o F 60 0 1g 5 F G 18 5 N P ? 1118.27 , G �4 0 FG FL o 19.0 90 N.P. 6O NO 4 , 19.27 0 0 FG ✓� 1 tooFG OF z 9.07 18°3 1111 T� 185 18.1 FG FL 18.5 K°P c; 2 J ` , - FV 18.3 FG 18 ® 1, 4 °t 0111 1 05 18.57 17.8 Fc 0� F�0-' ' �- �,% 22 1 , FL FG Il i � ®® P FL N o �° F o17.7 F� 2 °� -A Fc 0 o ® Z7 0.0 FF=1119. 7 ® o FL 0.0 0 18 02' ®r 51 m'111 � DF PAIS-111 .9 �s PLAN 3AR DF R FF=i119.t77 1, ?2 X01, fig. 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ALONG PALA ROAD . 2ts�� ACCP Y: A AS FO . 9- -07 ® RONALD J. PARKS POST OFFICE AT MCULA 9' N.E. OF PRECISE GRADING PLAN INSPECTOR DEPUTY DIRECTO OF PUBLIC WORKS PA OA 5, NOF L. POLE NO. 6295, CT. 3, o 1 . TRACT S.W. OF ' CONCRETE STANDPIPE. ELEV. 1039.378 11GAL CANT J. T IC A : ' LOTS 20-25 ATE O PLTED � �-® .C. . 21914 X9-30-07 R.C.E. No. 1 744 EXPIRES / 0L07 �•is&§�••• S T. 2 OF 5 9 °o I Cd ' �� ;fig �• � � , . SA 1 00 CSX r a C73 4 p P S !' ` � p -n 2 .���" ' Q). a A a, 1 E a .. 4 { l�CN meq VWN OD ✓ � �, 4- 2.0% 1'3 20. O " c a° 00' 1b U, 15. --� 4+ 2.6& G° a 5.6% 1 ,` N! 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RECO D Y: � eT F T E M DrawingNo. ATE: CONTRACTOR RIVERSIDE COUNTY 600 - 9 1 70 �. �. �, Engineering Surveying Planning Landscape Architecture DEPARTMENT OF PUBLIC WORKS BR ASS DISC SET 1' EAST OF CONCPST A KR HORIZONTAL �® Be18o�a car. sty. 200 Temecur®, c®. 92590 f STAMPED SET, . {LES S.E. ALONG PALA ROAD ® 21914 Phn. 951 294-9 Fox. 951 294-9301 ACC Y: A p AS SHO E . -30-07 RONALD J. PARKS a INSPECTOR FRO POST OFFICE AT CULA 2 N.E. OF a PAVED ROAD 5' N.W. OF TEL. POLE NO. 6295, C. .T. 3' - ®� DEPUTY I GTO OF PUBLIC WORKS PRECISE GRADING PLAN •�••f9 r . ELEV. 1039.37 �cA�S. S.W. OF 3 CONCRETE STANDPIPE. ANTHONYI T ICH DATE: a.4TRACT 30264-5. LOTS 26 & DATE COMPLETED C���FR.C.E.Nia. 21914X 9-30-07 R.C.E. Na. 1 744 EXPIRES 9L30/07 T. i �E T C C\, cta ... 11 19.07_. 1 r + 1 i 0. 71-16 l9. S3 w. 3% 19.47 C/C T,c .. C) C6 C\4 20,97 0,5 FG � 11 DF `1121 / C d�� C}v ,. S TTS 19.8 ®�� 21.97 37 oFL/GB PLEB FG 43 FG 1.7% •21 TT °TC 2A 20.8 / 2T ci T72 �! 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DATE.SCALERECOMMENDED BY. 9/08/10 AJT LOWERED FF's ON LOTS 15, & 27-32 Eve � Engineering•Surveying•Planning•Landscape Architecture DEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY 600--62-69 1970 4• V g g Y 9 9 p 4 N w Three BetterWorld Cir. Ste. 200 Temecula, Co. 92590 CONTRACTOR To ACCOMMODATE THE REv, FOUNDATION BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL � �. y � � o � N0. 21914 Phn. 951 294--9300 pax. 951 294 9301 ACCEPTED BY: �� DATE: � SECTION PER DETAIL SHT 1; AMOUNT OF STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD a >= As SHOWN W EXP. 9--30-1 r~, PREP E D BY: REG06MRPRECISE GRADING PLAN CHANGE VARIES FROM o.17 To -0.25 FROM POST OFFICE AT TEMECULA 29 N.E. OF THE DIRECTOR OF PUBLIC WORKS CITY ENGINEER °3INSPECTOR � , / •• . .PAVED ROAD 5 N.W. OF TEL. POLE N0. 6295, C.W.T. 3 �` � L� .� ..� ,, ��„� � • • • • •,� 9-9 VERTICAL 9 N _ R.C.E. No. 47109 : :- TRACT 3026 •-5, LOTS 27-32 K S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 ��• CI v 1�- �� ANT ONY J. IC DATE. /D 0 /l� o Op CA0 R.C.E.No. 21 14 EXP. DATE 9-30--11 SHT, 5 OF 5 aDATE COMPLETED �..�� 8 a