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HomeMy WebLinkAboutTract Map 30264-2 Lots 1-41,46-52,58-68 Precise Grading CITY OF TEMECULA GRADING NOTES 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & 1 E G RAD I N G PLAN SEDIMENT CONTROL ORDINANCE N0. 04-04, AND, IF -APPLICABLE, �TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. Aft�A 2F PHASE 2'S � BSO■ _ S' MIN, P�' 5' MIN. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE � F � � MUDSI!! SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE '..CONSTRUCTED A MINIMUM OF 2 N(,vY �►+ 3' N AWAY FROM THE TOP OF GRADED SLOPES, FINISH GRADS SHALL SLOPE AWAY FROM ALL TR■ 1 0264-2 LATS 1 -41 � 46 52 & 58 68 - EXTERIOR WALLS AT NOT LESS THAN %" PER FOOT FOR A MINIMUM OF 3 FEET. 40 UPPER PAD FINISHED MUDSILL � � �P . 8 MIN. SURFACE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1* RAINBOW CANYON nr. MM-1 l , I � REDHAWK PKWY , ��,,'�',i�'y-�,; �p -�-- _� !OWER PAD q,, PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR vo- 2 LOMA LINDA 8'MIN. - STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES r N -�-- ° OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT 29� MIN �q � � �"�` 209 MAX. 6 MIN. � � SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. WOLF CREEK DRIVE S. � ROAD �� �,; � x -p � �i ��`, � � � �,, ,t�; rn. aoze�-� 20XMMdX. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SECTION 3LOPE VARIES SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE REDHAWK PKWY �� 4i � ` ' �{�� ',�4'' �-�' 1 MAX. BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL � � � 57 � � 2y; NO SCALE FILLS OVER 1' DEEP. ` �y, � 4Z 4x �� �' �' � ;��� S' MIN. P�� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS � ' MUDSIlL DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN WOLF VALLEY ROAD �' ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING VICINITY MAP INDEX MAP � � ; �', - ,' ,� _ 3 MIN. 2 MIN. PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / . , . DEER HOLLOW ROAD '�� FINISHED SURFACE SCALE: 1" = 300' ' 4r�' ` ' PROJECT SITE � ,� . - 1 » FILL SLOPES7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. TR. 30264-2 & . D o w 1- TR. 30264-8 P g �N• �lOPMFAXARIES 8 ALL GRADING SHALL 8E 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 :Z090 MAX. MIN. DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN Za THAN 5 IN VERTICAL HEIGHT CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 20 rn, aozss-10 r� 3o2e�-4 SECTION A-7A SECTION Q-�C g. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN NO SCALE NOSCALE ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 55.0' 55.0' 55.0" 55.0" MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. �'"� ''�'•,.,r PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 HIGH POINT � , ,,>r•",{ ,.".. PAD ELEVATION-0.13 ' N N N MODEL TYPE o6�;�3• ra �. „ F, w 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND 1 A n � C �i � D n � 1 D R 2x '`MAX , � MSN• o z SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING o? LOT NUMBER ,,�� � 4„ FINISH FLOOR �•�� J J THE GRADING PHASE. ARAE ARAE ARAE GARAG DEEPENED FOOTING 0e9.0e "� 1069.0e ELEVATION TYPE � �� Q' Ilk PER PLAN •• '• ' �Qv 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE 35 FINISH FLOOR ELEVATION ,`•� .. • ►.�s•' ' � . . .►D•�s > ':o !°f,: 2q, ���' o MSN. APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN 3CR 9 ABOVE PAD ELEVATION \ � MSN. Q 2� ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES s' MIN. FF=to7o.25 PAD ELEVATION J;�' OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT" IRRIGATION SYSTEMS WITH BACK 55.0' 55.0' Ss.o' 55.0' PAD=1069-50 _ ,: � ' FLOW PREVENTION DEVICES PER THE U.P.C. 4' M� x �D 2" SAND ' ' 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS g3 V. J���.�� - FILL DISPOSAL BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF o FOOTING OF(D.F�EPENED x so ,o6e' � , � 2 PAD GRADE ,;,°'. � STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST ZA � Z B o 2 C o 2 D R � ENHANCED ELEVATION ER ', � DATION C(l)N STRI�CTION SECTIOBJBE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A ,� � � PER PIAN PROPERTY EINE �OU NREGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE E E ARAE � `� N O SCAL� PLACEMENT OF FILL. RETAINING WALL, o ;r WHEN REQUIRED, °' roeyej �'� FOR SLAB CONSTRUCTION SEE ARCNiTECTURAL PLANS* 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES BY SEPARATE PERMIT AF =1069.65. 00w �:.,,,r ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING GARAGE FINISH FLOOR ELEVATION o ;;-•'5Yr AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING 55.0' SS.o' s5.o' 55.0' � Q?� � J•'�"' �, ;'' GRADING OPERATIONS. 6`�' RIGHT-OF-WAY ,o LEGEND so.so' 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. CURB N N 3DR N FS FINISH SURFACE SHEET N0. 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND 3A � 3 C � J D � TC TOP OF CURB PAD 1200.1 PAD ELEVATION FIVE TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A LID TYPICAL LOT REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND E ARAE c N.T.s. FL FLOW LINE ELEVATION -- TRACT BOUNDARY AR&LE ARAGFILL SLOPES OVER 30' IN VERTICAL HEIGHT. INV, INVERT A FF FINISH FLOOR 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION RETAINING WALL OF BUILDING PAD EREVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE 57.0' 57.0' 57.0' 57.0' P � r GFF GARAGE FINISH FLOOR ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH HIGH POINT � PAD L EXISTING CONTOURS RESPECT TO ADJACENT GROUND SURFACE IS .REQUIRED, THE ACTUAL DISTANCE ABOVE ELEVATION-0.2" MIN. A �F L4•� FLOW LINE ELEVATION - PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN. AllDEEPENED FOOTING � � G.B. GRADE BREAK 17. EROSION AND SEDI�AENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS �' 4A � 4 B � 4 D � 4 D R � OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL STREET LIGHT ENHANCED REAR ORDINANCE N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING 51, g� 5. ER ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. IN. FIRE HYDRANT PAD ELEVATION MI IN. PAD ELEVATION ENHANCED SIDE Y SEASON. 11 c� �C TW TOP OF WALL ESR RIGHT ELEVATION �8� NOSOBSTRUCTION TING G OF �LOODSPLA NS OR SHALL NNA URA TINUE �WATER TIOOURSES SHALL BEN DURING THE IM PERMITTED. z TF TOP OF FOOTING ENHANCED SIDE � LEFT ELEVATION � '� 2 DETAIL NUMBER 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO � 3e SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION/GRADING. B a � 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. BUILDING FOOTPRINTS 4 � ,�.. SCALE 1" = 50' � o y � °� P�' NOTICE TO CONTRACTORS 21. APPLICANT AND HISVAL OF EPLANS BY THE CITY OR ITS ENGIN ER FROM THE RESPONSIBILIT RELIEVE THE TY OR THE TS DOES �CORREC ION OF R� � '� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON, REQUEST, THE JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOOTING TO BE DEEPENS OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY FOR REVIEW AND APPROVAL. AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL p TYPICAL SIDE YARD DRAINAGE DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY 22, THE ISSUANCE OF THIS PERMIT 8Y THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE p3� , 20 � AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF � �� ' NO SCALE WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS, THE LENGTH OF OF THE OWNER OR ENGINEER. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE F.F. ELEV, DEEPENED FOOTING <D,F,) - CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. IN. TO 6ARIEEX RAMDEPTH FOOTING UNDERGROUND STRUCTURES OWNER /DEVELOPER: N<zs, PER PLAN, MAX. EARTHWORK QUANTITY ESTIMATE NOTIFICATION S PAD ELEV, AL! UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS WOODSIDE HOMES CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 23121 ANTONIO PARKWAY SUITE 120 APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: RANCHO SANTA MARGARITA, CA. 92688 ,yAX 12 MIN. EXCAVATION 3400 C.Y. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND Underground Service Alert EMBANKMENT 3400 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 949-858-4980 9 OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SOILS ENGINEER on -rum nr�cpcni�n rnn SUBSIDENCE INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800 227-2640 PACIFIC SOILS ENGINEERING INC. y o Carl: TOLL FREE N�TE�TNE EXPOSED PORTION 9F TING SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE D LD09 - 0/3 GR o SHALL BE F❑RMED, DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF_ 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 O Lp d 8 -• D�U C'7IZ 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 3400 CwY* 3400 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28"W 858-560-0380 FAX LD06-O55GR 7W0 MfORKINO DAYS BEFORE YOU DIO CONSTRUCTION RECORD DATE BY REVISIONS DATE AC 'D � Drawing No. BENCHMARK SCALE QR�P�$$�o� .�� �' ,Hall & Foreman, Inc.I11C. RECOMMENDED BY: _ DATE: 0F TEMECULA .� 8 LE�i 2 2p o o '� �• r�• � Engineering•Surveying•Planning•LandscapeArchitecture CITY DEPARTMENT OF PUBLIC WORKS !I o8 �L I REV. F" W RIVERSIDE COUNTY 600-62-69 1970 �� �� Q'y Three BeHsrWortd Cb. sts. soo Temecula, co. 925e0 CONTRACTOR ( Z �(v�-(�8 �/ . Pj BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL y � Qy � Phn. 931 294-9300 ►cx. 9S1 294-s3ot ACCEPTED BY: �v- �'�" DATE: �o. z,s,4 z PRECISE GRADING PLAN 3/I/ o� D�. RCV FOUNDATION �6�T'IoN, STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN W �cP. IS-30-07 � PREPA ED Y: - RONALD J. PARKS INSPECTOR �'� ANO SW,���� LOTS FROM POST OFFICE AT TEMECULA 29 N.E. OF THE � �� � ��C�✓ 2✓� O DEPUTY DIRECTOR OF PUBLIC WORKS :•. AREA 2F, PHASE 2--m8, 8C BUILD-OUT g� y��v�� �2 PAVED ROAD 5 N.W. OF TEL. POSE N0. 6295, C.W.T. 3 �► . TR. 30264-2 LOTS 1-41, 46-52 & 58-*68 S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 �nCAL ��� or� �t,,�o�� ANTRO J. TERICH DATE: '•{9e$�' SRT. 1 OF 9 !- DATE COMPLETED CA�' R.C.E. N�. 21!14 EXE. SATE t-3t-• R.C.E. No. �19744 EXPIRES 9f30 07 r SEE SHEET No. 3 37 PAD=1091.60 40' w 113.17 1.0% MIN. 00 0 M CNJ Z C Cr1 O OQ a O �.� LO N 88.8 89.4 N U b� V) Cn ti- w LO o FG LO o .. N 90.0 --. ca vn an U. 2• [11 Er FG Cn L.L. r- r- $$.40 66.55 8 .so 6 72.q,,Z 68.65 89.40 90.00 �. 00 FG w 71.00 1 , N r• © 1.0% MIN. 1.0% MIN. FG F18 8 �,o 1.0% MIN. C" 1.0% MIN. 1.07 MIN. w w 1.0% MIN. �.- 1.0% MIN. q .,�►..� 1.0% MIN. 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C D �- S• PA 40 3 v F� 1�9D.7'S �.. 00 Q, cy t� cv0 i r� a ,r; PADS 1 D89.4D a 88.8 PAD=1090.DD 2�' 0 a o • "v ca G a Li. • 7.2 PF 1089.55 a 88.2 ' Cn U_ 000 u .--: C" C D , V_ a 88.0 PAD=1 088.80 r FL GB d: 0 11 11 27 FL GB 87.3 FL GB FL GB 88.9 8. 6 °' 8---. �. 88.8 89.35 18 oa w 88.65 FL GV3 88.2 FG FL GB w T'G 8.65 FG 8 F � � C 6 r. � 1 88.2 GFF 1090.25 90.25 Y 20 .�•� - . w 9 GFF.1088.65 FG FF~1089.05 GFF 1089.65 87.6 FL GB FG 1 NMI00 t�'�- R0 2 o LO FL G8 �° �' r-' °r' �,- III �o o 4.0% 89.05 �--DF--0.1" C" "� o �. o o `n f 00 w c� C" FG 1 14110] N o0 �. 4 a ti °` �: �'Q• o N 1°l N �� c� nl '�'j N U_ Cn 'S� 88.8 87.9 88.1 �-- c� U 86.78 ° 86.9 �S' �' 1,7°0 1.1 io a cn �? FS FS FG 68.55' FS FS 58.0 o Q7 71.95 66.50 01e LL_ R/W o18* 1 w ^'� 1.0% MIN. ' • �- 100.oo' FS FS 00 FS " FS g 0) �, 1088.26 �'. � ob `�,' Q �, 00 �? w 1.0% MIN. o r->- 1086.30 �~->- d'� 8 SS r� .-- ,�. '. 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I1 32' 00 J 11 22' 16+91.28 00 �. �Q Q ©��L� U. o 8 . 0o � � � LO 9�0 0 Li..00 o Q# cn L�.E-.- �n C � 16 �, u? U. cn LO 00 0o II � D Y ' � `� °D o 9.0% 00 • ,.I LL f • 00 1 00 , N 10070 MIN& U_ O 1.0% MIN. 93.00 �n � 0° 100.00' 20' o� 5 w U =1090.00 24' �! 29 PAD 06 U C7 �, p U 42 PAD~1090.00 4 n 10 20 40 60 UNDERGROUND SERVICE ALERT GRA f'H/CAL SCA Ica FREECALL TOLL. 1-800--a227--,2600 LD06----*055GR TWO WORKING DAYS BEFORE YOU DIG : q}} Drdwin Na. BENCHMARK �pf�E $10 , Mall & Foreman, Inc. RECOMMENDED BY: DTE. DATE ACC"D 4 CITYOFTEMECULA DEPARTMENT OF PUBLIC WORKS CONSTRUCTION RECORD DATE BY REVISIONS SCALE k4 k t } Engineering•Surveying-Planning-landscape Architecture tZ Three BetterWKorld Cir. Ste. 200 Temecula, Co. 92590 CONTRACTOR HORIZONTAL ,� �, �, DATE: Ph. 294-9300 �'ax.951 294--9301 ACCEPTED BY. u -. No. 21914 mPREPAPRECISE GRADING RONALD J. PARKS AS SHOWN w EXP. 9�-30 -07 ,� D Y. _ � - j DEPUTY DIRECTOR OF PUBLIC WORKS _ TFC 30264---,2 PHASE 2 INSPECTOR .. . 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NO. 21914 Ph. 951 294-9300 Fax. 951 294-9301 ACCEPTED BY. � D TE: oECISE GRADING SEE TITLE SHEET AS SHOWN w EXP. 9-30--07 PREPAR B RONALD J. PARKS INSPECTOR pop0-0- DEPUTY DIRECTOR OF PUBLIC WORKS TR 30264-IIIIIIIIIIIIIIIIIIIIt2 PHASE 4 Xv VERTICAL �' '�` ANTHONY J. TERICH DATE: ..... . ci v� � rr LOTS 16---,23 R.C.E.No. 21914 EXP. DATE 9- 30-07 .,� S4 OF 9 19744 EXPIRES 9 /o7 DATE COMPLETED CA1R.C.E. No. _ 35•o2illillillillillllllllIIIIIIIIIIIIIIIIIIIIIIllillilljlllllllllllllllililiiiiiilIIIIIIIIIIIIIII �1•p1 18.9 ' 0 5 N 96,80 42.32# Z ,�0 y � FG n 97.50 96.80 °' FG cv • FG_ 1.q�' MIN. 96.50 �" 0 1.0 MI 17, 96.50 FG � , `° >per. 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A �� SCALE �-�- �q , DATE ND SVVALES C.dT"��Co 2 0► p CITYOFTEMECULADEPARTMENT F CONTRACTOR Engineering.Surveying.Planning.Landscape Architecture U PUBLIC WORKS �10 HORIZONTAL �'�► Three BetterWorld Cir. Ste, 200 Temecula Ca, 92590 1?6!" 47hf ViWt>ep B DATE: NO. 21914 z Ph. 951 294- Fax. 951 294-9301 v 0 SEE TITLE SHEET AS SH OWN " EXP. 9-30--09 P R D B �` PRECISEGRADING . 2 INSPECTOR , ACCEPTED BY: .•• DATE: _ U .. DANIEL YORK -- TR 30264-2 BUILD-OUTS VERTICAL DATE: _ J. RICH CITY ENG EER 1:1:::::11:.: I V% Q� 46-52cro _ rr���98 �: LOTS DATE COMPLETED p�• CA %I R.C.E.No. 21914 EXP. DATE 9 30 09 , R.C.E. No. 43212 EXPIRES 3 31/10 SHT& 9 �� 9wn• O