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HomeMy WebLinkAboutLot 4-39 Precise Grading GRADINQ NQTE5 MVRRIETA HOT!I~IlINOB ROAD 1 YOFT M - A 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIF. BUILDING CODE, APPENDIX CHAPTER MURRIETA MOT SPRI RO 339 AS AMENDED BY ORDINANCE 99--23. CcnyOF TEMECULA BOUNDARYp I IN PVAN 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X DRAINAGE SWALES �•�s SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM TOP OF CUT OR FILL SLOPES. o o rMw� 11000, ECT SM I� 10 3. MAXIMUM CUT AND FILL SLOPE 2:1. t TR.Na 26828-19-2 AND TR.NO.26828 TRm 6 39 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL ZRfTA ROAD SLOPES OVER 5' HIGH. o M. OPP .ioaErM ROAD 3 wil, 3 5. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A COMPETENT SOIL ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERTY PLACED AND WHO �,►�' }- SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. CITY OF TEMECULA BOUNDARY a 3 3 EET 5 _ x 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S DEPARTMENT o Q OF PUBLIC WORKS A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN'i ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE 1 w =� 36 W BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION 19 19 -~' OF CUT AND FILL SLOPES. 0 20 VICINITY MAP 22 31 34 243 Co.) N 21 RE �ni P OF N.T.S. ata 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS ALONG TO 30 35 42 3 47 1 MEq 27 CUT SLOPES. V) Q w DOW 1 /7 34 4" Ln 38 41 > N 10 V�EH, CI n 1 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE rR RC FOOT. o � E 1• g m Y 4o Q 40 1s 14 4 4 3�• 268 8`y x � a ,• 1 ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE 1 1s �? _/ Z7 < 3S � W 9 13 w 0 9. PL SUPLIMENTAL GEOTECHNICAL INVESTIGATION BY PETRO►. DATED JUNE 259 2003. TWO 14 x '- �'�� s 3D j SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE DEPARTMENT OF ' MIN. 5' MIN. NORTHGATE PARKWAY ` a. 12 y� 1 SOUTHGATE PUBLIC WORKS WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND 1 s 44 r- WAY CERTIFICATION THAT GRADING HAS BEEN 3' MIN. 2' MIN. 2' MIN. 3MIN. wi��ow 1 12 11 10 9 IS 7 • s 4 3 2 1 11 1 0 DONE IN CONFORMANCE WITH THE RECOMMENDA11ONS O� THE PRELIMINARY SOILS 21 do so 13 S 1 7 31 1 REPORT. 10 • R J 1 DEPARTMENT OF PUBLIC WORKS AT LEAST 24 4V � = 10. THE CONTRACTOR SHALL NOTIFY THE N • 42HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS �041.. 1 INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR ' w R\v� 34 1 EACH LOT. PHONE (909) 694-6411 UPPER PAD LOWER PAD A�Kv�E `1 1 35 - 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES _ TR. NO. 26828-2 P = EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS 3 OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN .,g 2� MANX, 1 ,OSEP ACCORDANCE WITH CITY DEVELOPMENT CODE SEC11ON 17.06 PRIOR TO THE APPROVAL �! OF FINAL INSPECTION. 5' MIN P . -T SLOPE VARIES 2:1 MAX. HIGH POINT 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UN11L THE GROUND HAS BEEN TYP. SWALE SECTION LOT NUMBER 123 i ,�� .• PAD ELEVATION-6-.2r Ir CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. O� 1ti N.T.S. yK PROPERTY LINE .4 M" • 12�.Y PAD ELEVATION 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE [ � CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. DEEPENED FOOTING PREPARATION SHALL BE APPROVED BY A SOIL ENGINEER PRIOR TO PLACEMENT OF FILL FOOTING TO BE DEEPENED PER PLAN PAD=12518.9 FINISH FLOOR ELEVATION MATERIAL. F.F. ELEV. 6 ABOVE PAD ELEVATION INDEX MAP - 5' MIN. FF=1259.40 .. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT VARIES, 6" MIN. TO 0' F • 2p SCALE: 1 = 200 DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO 6" + EXTRA DEPTH FOOTING O 4� x °' ELEVATION TYPE PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. PER PLAN, MAX. LENGTH OF 4 MI 4BR PAD ELEV. DEEPENED FOOTING (D.F.) > > s MODEL TYPE 2� LENGTH OF DEEPENED x F�, 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. FOOTING (D.F.) 12" MIN. ENHANCED ELEVATION 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, PER PLAN aF-1258.90 PROPERTY LINE ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE AND PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING RETAINING WALL, GRADING OPERATIONS. NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING WHEN REQUIRED, t � GARAGE FLOOR ELEVATION SHALL BE FORMED. BY SEPARATE PERMIT r FL C.e 17• STABILITY CALCULA11ONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1.5) PZ 0 SHALL BE SUBMITTED BY A SOIL ENGINEER TO THE DEPARTMENT OF PUBLIC WORKS FOR TYP. EXTRA DEPTH FOOTING PLAN �"� °•�z ,� v►f' CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. N.T.S. 1b'�' RIGHT-OF-WAY LEGEND 60.50' 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD CURB F.S. FINISH SURFACE ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT T.C. TOP OF CURB 2:1 SLOPE TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT TYPICAL LOT F.L. FLOW LINE ELEVATION PAD=1200.1 PAD ELEVATION GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND N.T.S. SHALL BE GIVEN. INV. INVERT F F FINISH FLOOR 45.0' 45.0 Ida 50.0' 50.0' so T.G. TOP OF GRAZE 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED NTH ROSEA ICE PLANT r-� G.F. GARAGE FLOOR AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN ® _ _IR , I.E. INLET ELEVATION TRACT BOUNDARY VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON EARTHWORK QUANTITY ESTIMATE 1234.0 SURFACE DRAIN F DAYLIGHT LINE CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' F.L FLOW LINE ELEVATION IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PLAN 3 PLAN 2 55.0' PLAN 4 EXISTING CONTOURS PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. PLAN 1 CUT FILL G.B. GRADE BREAK PROPOSED CONTOURS 56.17 EXCAVATION 925C.Y. (12) BACKWATER VALVE DETAIL NUMBER 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 72.0' 56.5' GAR. EMBANKMENT 925C.Y. 0 WATER SERVICE 3 SHEET DETAIL SHOWN PER FOOT FOR A MINIMUM OF 3 FEET. GAR. GAR. SUBSIDENCE ® SEWER SERVICE ER ENHANCED REAR 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 11 GAR. SHRINKAGE ELEVATION 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO STREET LIGHT ESR ENHANCED SIDE GRADING. IMPORT/EXPORT COMMENCEMENT OF ANY CONSTRUCTION/GRADING. GAR. � FIRE HYDRANT RIGHT ELEVATION TOTALS 925C.Y. 925C.Y. SL ENHANCED SIDE 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE RETAINING WALL LEFT ELEVATION APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF T.W. TOP OF WALL ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE T.F. TOP OF FOOTING APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER BUILDING FOOTPRINTS FOR REVIEW AND APPROVAL. SCALE 1" 30' 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE UNDERGROUND S1RUCTUEESCLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 N011QE TO CONTRAQIQRS APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARLING CONSTRUCTION OF EXCAVATION: PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND Underground Service Alert CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSINUTY FOR TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-•-6411 JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 Call: TOLL FREE AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE LAoS -- o� DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF 13EARIN G 1-800 AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE !!� LD04-ft- 176GR 227-2600 WORK ON THIS F'RO.ECT, EXCEPTNIG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES BEING 1HE CENTERLINE OF SERAPHIM ROAD AS SHOWN ON PARCEL Two warat� or►n �aIIE you IIIIi OF THE O'rMd!ER OR EI��. CONCERNED BEFORE STARTING WORK. MAP N0. 18487, P.M. 99/11-12 ASN 0' 51' 51"E. LD04-028GR IF CONSTRUCTION RECORD DATE BY F�E'1I 0111S DATE ACC'D BENCHMARK SCALE FESSIO ' Lohr + Associates Inc RECOMMENDED BY: Drawin No. DALE. � • CITY OF TDEPARTMENT OF PUBLIC WORKS 7- 3,44 F.W.D. 1 ,4D,DED RET.iVALL ON GOT T--4g-81 FROM THE INT. OF RANCHO CALIFORNIA ROAD AND FRONT t� 4,► ia+a M 43,s1a Inao' r ° ' CONTRACTOR ADDED C&RB 01 rLer DoT/o sHr.2 STREET. 1.7 MILES NW ON FRONT STREET JEFFERSON AVE. TO THE HORIZONTAL "`y , aft E+dn+•!!2 T.memis, ca. 92500 DATE: �'/ / h Survw$nq Ph. 909 679 6726 rax 908 M--OM ACCEPTED BY: �''' �� 1.�n PRECISE GRADING PLAN 2-16-05 F k1•�. z REv•V-�t-fiC�1 LIZ 10 , Ali] INT. OF JEFFERSON AVE. AND WINCHESTER (HWY 79), 2.0 MILES NE AS SHOWN �r ©tF. 6--30-M PREPARED BY: DEPUTY DIRECTOR OF PUBLIC WORKS INSPECTOR Bow DmA Cm 10 2A-t• 2. ON WINCHESTER ROAD (HWY 79) TO A BRIDGE OVER THE TOCALOTA * 10 RONALD J. PARKS CREEK AND SANTA GERTRUDIS CREEK FORK, IN THE SE WING WALL, vERnCAL ; �� - -/�--d :•.• • • - OTS 4--•39 6 SE OF COR OF BRIDGE ABUTMENT, 3 E OF STEEL GUARD RAIL, FRED W. DOERGES DATE. .:.�� .•. TRACT 26828 2 L DATE COMPLETED 19' N OF TELEPHONE SERVICE BOX. ELEV. 1091.074 N/A °� �A�1 R.C.E. No. 16526 EXP. DATE 6-30-0R.C.E. No; 19744 EXPIRES 9/30ZO5 SH T. 1 OF 5�, J.N. 22011 \DWG. PH2PGPSHTI 03/03/04 1p'I I p" zz .................... I 2 / CITY op TEM E C ULq I �' -� PPoPEPTv PES INSj. No. 2005 - 0' 20' 40' �0' dQ' :511 4 70-C - 2.0a0 C o tJCkE_T� ------------------ - _-_- vJ I'/2." x 0/z" k_7 GrAUGi� _______ REC 2-25��2 C) I~ SCALE: 1 '* = 20' 0 fig„ w I T3 RClCi D -TCN bECA 1 , ��-c• . NOTES N•7• s. ��,,� ` , rya' �� CONCRETE BROW SOUTH (DINSTALL 8 AREA DRAIN MFG. 8Y A.D.S. OR EQUIVALENT Cts 5 4, `ry DETAIL WER�oN DITCH PER EASEMENT COUNTIES GAS Co. MENT Q� 01200 COiVC�4ET�• V_D/T Ro&6,q GRA,01A/ 2 INSTALL 3" P.V.C. DRAIN PIPE PER CITY STD. No. 303 2�. r G 7-H pER co pep. L.9 r n/� c6 Vi1 A t4(0 EMIT rlTi_�/o �p r l0' 2:1 �X_ CoalC- C3LOC k oo rye• �. a �-�, v� sr�r pFR cURe 2:1 g D, MVO. /Ty µ. 0 /16 11/GN � � Fv , 'd'J, ry`ti�,- 301 1221.7 °' � . PI IM�"TE/? ? N �' Q.8 I WALL ^t ?� 122 G.B. N Com"' _ T. C' 1.0% MIN. ,�l `; v) POR.EX- WAL �' �9 k 5 ' >0/1 Z0, o; o v cv To REMrJ�JE1) 8.00 'C' 10Z N N � 7UR� T3 O�'Cl AER5 3 8 0- ` •6 W c., C4 r. � N N (F`v y O C. 2.0% r7 ' 1 � ,_ � �.. � F.F. 1223.00 IM Go— 1. 1.0 MIN. 1.OX .0% �°` _ .� ,� PAD=1222.5 N ,�, �G; •� 19.55 R�'TAlNlNG WALL a, F.S. 33 to '� O PER 5EPAf?AT,E PERM t T 3 ZI QO © e' F-: z F-- 0.6 2 \,D 0 aC o 04 , 2:1 1 -( . fig. -7 4o 1 G. � G �.2 �r-• \ CL DWY N . 1..��' V_ g© ' f32 F,f. •sem ,� F,G. 1.F 2.1 o a; N 20 .�,r'o ao `� W=24 °; �: ,�. (�• �: ;- 4C `Q' z � 18.23 1221.2. ca 0.4 2:1 ---- - , a a r N .5 1 f• ,� "• 10 F.F.=1221.1D 1 1 o F.S. E G.B. F.G. RETAINING WALL PER a, PAp=1220.6 c� F.S. 1218.23 �� 8.� N� C-4 . SEPARATE PERMIT 9 2 0% �' � r� CY(�J ® - 2:1 0 6 MIN 1219.2 G. 1.0% MIN. r L" � o .f 0- 1218.5 INV. 2 3 a SEC T10N A A __y • N 11 j 11Ir N = i 3 2:1 0 120.05 TW=07.34 `rc,�. 7 V_ � NIS 5`iCA1-E . / 4 TF=04.00 1 N ,,`o M I .� �' 218.4 ® 1 .5 ® LO 9 o TW=06.00 MIN. �' �' ~` ® 1219.5 0.6vN 6 ' GG.B. 0.5 .G� ® vi •� cr 1.OX 0 tr o o_ .0 0 •c,a 6 TF=04.00 2:1 ,., 1210• ® F.L. r2/> o O� 2.OX O 00• 1205.0 r- -" C I- /H.P. 19 Fc •2 r MIN aP P• ',� - c00 H • X MSN• �. 10.2 19 2:1 108.0 '0% MIN. 2:1 ,,....,. 10C 12.1 G• 2C 5-5 1 _ 4 2: r^a 1.0 _ --��v 15' 10. F' 0% MIN. 2.9 7 .99Fr r ►z a� F.G. 5 Q o z . ,j 18.2 1 0 F.F.=1220.00 __� f33 6 F G• �- _ QCb 5.2 r o N �� F.G. 2G F.S. 32' N PAD=1219.5 g6• 5 0. 2B 1217.1 G• 'Po. �r-� F.G• N `° I -L 8 18. ® ' G.B. 10+ 5.14 II ,� a 0+28.58CL )WY 3'00 F 7 v �►\N• -_� 5.2 3G F.F.=1210.70 n n .� z o E �' CL DWY W=24' 1 94.6 c� . 0 1 F G• 70 z PSD:1210.2 10.2 16 o 10' 18.0 c� 16.38i� 1;_,�C4-5_ .34 99 9 5 F X1205• F.G. _ w' C� F. . �. W=24 1? F.S. 1218.3 0 � 4 �� F L' `:' 12�N p, F' 91205.2 -- -- _ _ a �, o N 15.34 j ' /G.B. '3 LO v F�'' Nr 1 H• o �' OQ o P� PED FLOOR az -' 1218.0 - ", SL 11 F.S. 1 2 � , � F.G. rn � c,' MSN• 2:1 .Z F.• � C DROP 0 �,. .� 0.2 © .0 1 4 wM 6 4�P o H.P. 11.0% �. , . • 9A• ® �ATM.2 � Q5.2 � � _ 3A 60 F.G F'�' y120°.7 PER _ G 0'2 09.7 u n 2�- =1218.70 ao 2:1 120.05 G- PPD WA�-�- - 0 F.G. v ? MIN F.F. , �N�NG pERM\� DRO F1.I 208.9 T.-G. coo PAD=1218.2 3 30 0.3' 7: 1 93 �y G 12 R�Awp,\ p10 •'' v' 1 G.B. G.F.=1209.70 � v 1216.0 --� ±54' r z �p �g4.2 z sEP G. o o 1 / N 18. 1 14.81 n 4 6 gg. F F _ a� Q4.7 __I oil20 F.S. .G. E /G.8. 0 L• G• F•F 1194.6 - - D 041 F.G. 0 1209.3 4' 3.5% 10+ 0.33 0 � z F' p�� R - Z G. *Z 1.0% MIN CL WY Lo 1-I u PE F• 1204 �` ` A E G.B 2:1 1204.3 ��p6j `�6 in 2'1 W= 0 14.59 o N ' o R�P\N\ �E PSR F G. y1 '2 G.8• •�� $ N v ,� �� F.S. MIN SEP PRS` _---4OR 9 �,G• �, ew ,� -H 1217.3 tib' Ate? 4AR Ire - - �' y ,7 g 9 ,� -n o N �0 07.11 k'•L 2:1 E /G.B. `1' -C' 10' Z OCG• - 119 �? /$ �N v az 04.10 .S. F.S. 48.95 85.00 2:1 F.F.=1217.50 10 12 o F F.S• 41 .20 M PAD=1217.0 _ �? 94 G g4.1 �,, F�- k ,�_gg•6 "B LI r: 17.0 c•, c0 � u C4 61 - G. 1215.9 t.9 1g�,1 Qp -%-I ``'a1 •41 6 h 1 0.6 G.B. ® n G•F �1 11837 F,G• F • �_,� 'S E O r 118 GP �_ 4.4% � o o o� � ryo�,• � - y */,Cj o . .5 � 120.05' + N8 WATER �. .G. sr I 6 a �r 55-9 ' O ry 18 av 3 -. - 19 - .� - ,\ �` 1216.2 ® cv 36 •g9 4 m r I ,.M E /G.B. U 92 •o 1203.42 8 SEWER o c -cc); f_L 0 1188.2 5.2x p 1c �+ IM ,� p 121402 1 . • M�� 13 7 00 - �� c�-.► �L v' 4a RIM co _ 0. NI o�` �`'• �� �4�G- PARKVIEW DRIVE ,��,�����'' 1 2 B -� N7'0� �'• LLQ �? o F.F.=1217.70 ±43 "IIPAD 1217.2 � o � o- -� '�' •� � •c'�6 14.72 N = F.S. nIf- 10' F ° ,�`b•''• 11+ 2.13 22 p 2:1 a CI CL WY Cn I W= 4 1� c� .G. 0 co +.0'h~ 37 Q 15.21 ® N 1216.1 v. o W 0.3 L /G.B. 0.0 0 .G. ` �,• 6 1209.5 ��36 3.2% 1.0% MIN. 0 38 1218.1 •C' 15.2a ., 12 120.05' 14 �- 39 zL X005 oQ2� 1196.1Z�1,004- 176GR ti T.F', 2 J.),.� 11189.4SEE SHEET 3 LOI�RO(�ID p,A•I•E BY gig �� �C'p BENCHMARK SCALE QR°FEss�o X11` + Associates Inc. Drawing No. RECOMMENDED BY. DATE: 3 -� OF TEME DEPARTMENT OF PUBLIC WORKS 7-23-0 fh/•D. DELETESLOPELOT 9 ADD/PETA/N/NG SVA �arxt Pear a3�13 R��P Drive C I � SEE SHEEP N0. 1 t� !► , " ADD C11R8 OIJTLET LOT /0. HORIZONTAL ,�W Q Civil Engineering Temecula.CA 92590 z4 CALL TOLL HIM ,.,� : ACCEPTED BY'. �- DATE. PRECISE GRADING PLAN y Surveying Ph.(909)676-6726 Fax.(909)699-0896 2-►6-05 F u1•b. 2. Rev.V D1_CN (�T 10• ADI Qot�J � ,•,, . 1-$00-227-2600 Dt�ccN (1JT to . 2 AS SHOWN EV. 6-30-1 � PREPARED BY: DEPUTY DIRECTOR OF PUBLIC WORKS RONALD J. PARKS TRACT No. 26828--2, LOTS 4-39 VER11C.AL � � -. . °�, cA``� FRED W. �RCEs ';�'= • S H T. 2 0 F 5 TWO WORKI DAYS BEFORE DIG N/A R.C.E.N0. 16526 EXP. 6/30/05 R.C.E. No. 19744 EXPIRES 9/30/05 J.N. 22011 22112402 PH2 03/03/04 SEE SHEET 2 s 7 2:1 1218.2 � 6 1210.2 2:1 1205.2 2 5T--- `l C) c O '��C, e1A, �, 8 WATER ,��- 1214.02 19 RIM 0 4 �, •� 18- - - - - -- - 1 I °' �cv c r 1203.42 � o � I,\ 8" SEWER 1194.6 N� p cr) M `4 °° " �'�'�°�• °�• og1� DRIVE �<-3 I PARKVIEW ��, �. 0 3 0 1� �o �O� ��-0'S G Q 1 1 2 1 � N . � r. � � � LLl � w 98.2 o_ • ; C ►- �• - w . ' 00Q L=53 33 36. Q� � 07.1 1 ?0 97.02' 00 IS 8 h ,� � ��4 •7 3 1 ew 6�° F.S. 08.41 Fc 9S 2:1 36 r• 2:1 �J 1 3 rn 2. r- 0.0 2 N C) � ZP1 07 F.S. 'r''G � ��o� o o 9 1 Z 01 5 N , 2:1 6 � -H 1217.0 '� < ��� Sj .3 G.B. o W F 217.1 2:1 16 -' F S- c6 °0 .F.=1209.1 ® rn 09. ° �G s 2:1 •02.67 �, o co _ r: F.G 1.0% MIN. •p 5.28 L G.B. 38 44 TF01.33 •ds o t1 �, CV O T ° 120.05' _06.67 ° G.F.= 1 �, ��°1 18.0 1.0% MIN. TTF=02.00 °'o 1209.10 0 00 8.1 8.1 's I F G F.G. 18.2 2:1 �� co _ 0.0 18. F.G. 1 94.13 �� �° ----- r o ESR 18.1 0.2 ® F.G. G 92 0 F S• o�,► s0 02.6 DROPPED 04 m ca 11 11� o L6 � 0 0.2 ® t43 G.F• 202• o F.G. LL .1 F•G• FLOOR °00 cli0 ~ © 2.0% 113R 11 -95.75 22 C -- �'1 00' W j __ 120 G B• `��' � MIN. F.F.=1218.60 16.10 CL DWY 11.3% 3CR o 2 r' N 9 �- 4A 10' PAD=1218.1 F.S. N W= 4' �I F.F.=1218.70 L� _'- 119 G 8 1202.3 03.5 -- o z 5 v 16.20 h° o F.F.=1210.10 09.6 17' r _ 06 1 T 1tc+Ll 1.681 c� `� ° o F G o - v� F.S. ``• PAD=1218.2 --� \� ry OR r o VolPAD--1209.6 FLOOR .G. c" m N 20' DWY __ 2.0% 95.1 OPPED 6.50 MIN. _ 5.10 0 03.6 DR_ __--- 09.6 1209.4 z o rn r W=17' X119 F G F.G. - r F.G. L H.P. � 8.1 N o � 1 60' 10' r 2:1 GF _ z 5 10 0 1 T �, F.S. o N� 39 961 GCR ®® b� z o F • 18.1 3 ' 30' h.� F.F.-1204.10 0 6- --j 2.1 18.4 F.G. �° � �� F.G. Z OR_- 15 X1203.6 "' F.G. 1.0% MIN. �.� 02 20 20 1 1217.2 ® 18.2 1183 D F�.4_ PAD 03.6 r, 21Now .20 on so G.B. 18.2 -v� F.G. 14 40 G8• ROPpE- • 2.7F.G. 2.� , 6.55 F.G. 1.0% MIN. 120.05' • _ 120 F 112.02 1.0% MIN. g 961 D 0• L. 18.7 �' 6 01 F.G• 1203.4 12 37 n n o r- co 1.0% MI 1 189.4 R -H co co o F.G. P no 18.7 0 3 60 03.6 H. o o o n 0.1 n _ n m rn �,5 ��, CN 0.0 ® F.G. o _1196• N F.G. r, n u n n �r,_ °°,�. ® ❑ o N Oo r- 11, �G- �' 1 .0 0.6 53 ® 15 _1196. ER oq 09. c6 °`� N �2 53.20 �`L� F.G. P ® N o y ° F.G. 73.49' 35 � 2.0% '� 18. o \N• 09.6 MIN. CN 20' ao L DWY %5 1218.60 F.G. °' RE�P�RP�E PE 961 ? 1.0�° M TAINING WALL PER F.G. ' 2C u o �' `b '` G.F.= P • i- 10 W=17 o co •- IL� 9.1% r- ►. 00 o SEP F•G. 68 42 03 6 EPARATE PERMIT Fr--- F.F.=1219.20 6 --�- �- o ,� �,- N 6 G. co00 PAD=1218.7 '`" - � . 3 F N.-. 10 1217.4 2.0% n 2.1 1 0 2:1 t36 ► F.F.=1219.10 96• �% 0. F G• -Oh 00 Iw � F�. � � � � 7 PAD= MIN. 2:1 �__ 10'fto 1195 p, .99.34 IF 6 67 2:1 r- SO 1 II C 2:1 �02 67 N Q °° �F- �' �ti G• 12+82.09 N % ;�, --� 00 r 2 43,68 96,1 2:1 -g6 6 4 ® 8.7 r- .3 F.G. n G- 5 ,�- 1217.7 1�D3 CL DWY li 17.20 N 9' , + T- � t52' °° F .9 9 2:1 961 2 33 = �F co � G.B. � Q 2 -\C- W=20 -� 1 .6 �1 G B. 0.2 0 5 F.S. F G• 18 7 1.0% MIN. 1 13.70' F.G. 18.6 '1193.0 0' 1.7 F.G. 117.7 7' z 2:1F.G. 113.7 7 1.0% MIN. I+ ? MIS. 1217.9 1217.2 1218.4 (I G.B. 1, � Tc S`99 L FL /H.P. U F.G. ° T- 8 FG U- 1217. �� 2�y° 2:1 1$.6 N d� N 1192.3 � �, c��, � F• r 10 � „ 20 10 0 2:1 2G� f �,.,� w 10 17.14 © a �_ � uv , 1 19 D-5 2:1 0"' 2.0% F•s2o' 0 27.10 7 ;^ F_1219. 6 ,W MIN 3BR ='' 0 1 + 16.8 A F• x 1218 � �., . � r__ 1219.20 II 0 F.S. PAp_ `, 16 N 9.5°y *==2-4 -� oor �n on `� i PAS=121 a•7 �+N as r 10•',5°1° 29' cn •� , co o p o 6� 3 43.80 `a a7 v -� 00`6 4 co 0° `6 N 1C1- D i� 0 - ono � '- U- � LI- c�°° -�' 'S° 1 16.9 . - 9 J � F.G. o t.33, ON.• a? d, v� 19.9 ' 8-� �, :� rn 1 61• � 1217'6• .0�0 1 \ J v' C W�Zp' s G. FG 110.60 1.0�° M ----j �� 2:1 2:1 �N 0 W 0 G7 01 U' $2 -:m j ��° �� r 107 21 17 '5 0 'o �'� �- 1216.2 F. w. 17 � �. G B• -- ` . Lam. co A n n �- © 1219.2 0' o N`ti G. 1p --� 10 F F'r-1218`2 1' �- X121$' U' _121 6 zz 10 ° v \ 0 PAD N p' C 33 2.0�° �: -n cr x48 25 6$ 0. � 0 0• ao SCALE: 1 " = 20' �'�-' ,. 1°� p�N'� o -_� 0Of M\N• 6 9 ci \G�- � • 1 43' °I° MSN• 1ti1 G 8 `� W- • 1 `�' 18 t � 1 0 _ � •~ � 20 32 0, �0' 7.7,T 1214.8 N 1 2:1 19.2 110 ro F G• Q�D 1191 .5 30 • 265c- 2B-2 F�3 - r-) r� r ��f� �J,��Tf-' rr�� �J�� 121 SEE SHEET 4 UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE QRofEssjo uhf + Associates Inc. RECOMMENDED BY: DATE: -3 TY DrawingNo. 4 l Land Planning 43513 Ridge Park Drive CI OF T DEPARTMENT OF PUBLIC WORKS SEE SHEET N0. 1 ��� � _ TOLL �� HORIZONTAL �� �� Civil Engineering Temecula.CA 92590 � � J CX ; I y No, 16s2a = Surveying Ph.(909)676-6726 Fax.(909)699-0896 ACCEPTED BY: /" DATE. 24 �, PRECISE GRADING PLAN AS SHOWN � EXP. d-30-os PREPARED BY: DEPUTY DIRECTOR OF PUBLIC WORKS 1-800-227-2600 RONALD J. PARKS VERTICAL ,� - TRACT No. 26828-2, LOTS 4-39 �rF .. '-. FRED W. DOERGES SHT. 3 OF 5 CAL f TWO WORKING DAYS BEFORE YOU DIG N/A �� R.C.E.No. 16526 EXP. 6/30/05 R.C.E. No. 19744 EXPIRES 9/30/05 '"�' J.N. 22011 22112403 PH2 03/03/04 SEE SHEET 5 _ 27 TT-11 2682B-2 �-� ,r-�r' ,c-� f' 17 (1:2.02.5 1 188.0 r -0 110.80' 1201' 9•$% 1.0% MIN. F G• °°°° ,riCLL- r,� 01 .51 [�j o F.S. o co 0 o C04 O 0 u� 26 17+43.3 1�° o0 10 CL DY o0 30' 7 2 w-24 0 0 1zo 02.25 3CR 16 Q 1205.0 ro 2 00 Zoti o FS. � F.F.=1205.60 --� �, a 48 o PAD=1205.1 2 0y. = 1 �• ° 0 188.0 121 MI N 00 ,ri(? 64 + r J 1202.55 oUi o03 U-) c� orica T.C. Lo4�g N o o L� ® o r� LL j 1.0% MIN. ►� '� 0 136.78' 15 28 % MIN. 2:1 0 ® o cv CO II oo, co °p -H z o o� o p o 00 0 Y 1()8.51 �o f66 N w 2:1 To o C> C 0 205.6 1.0% MIN. Y- 10 c s v 0 o o 0 ®•� � cr � `Oo 0 O_ N 711-N 03.69 � -�0 -- S 2.0% LII 8.0% F.S. J 16+75.31 N ,� � P I IN. o rw. DW`( .c �° �' No L x•60 `� 20M00 a_ LZ m C� 29 -� % 120 - 2 pq° �► o _ o O cv ci N COFFr- t6 c? o" 04.21 per_ p�R M\N' ��`•P -^ocA ago �' co c- o o r o L Lj F.S. 30 G V�P\-L \� 1 `p o �' •� �__ o `` g�° 1204•\.C• RSP\N\P PERM o 49 3. SEp W d, T'a �. 7 1221 .0 4 F. 0 o �1 5 MIN- F S 3 -_ CP 0s- 18 '^ �G ' QL8 0 ti• o0 F s. �f r^ b o 0 1oa- 9 N N 6.890 16+h29 0 �% o o 2:1 c.a 8' C� p o '^CP c) �� o 0 2 w_1 � o o � cr� p o D`N,� 0 1'0% N�\�' k ti 2� 0-1 ;--- 154.22 o N �� d► �� rn 2°� s-�' --�• 's � ^ 0 oa.o � _ w 120 .690 30 _ �L, t57' 000 � F.G• off• Fc .��° o a 1D S 1205.64 . 13' 0 C QIQ T.C. 52 ' � ° a 13 0 2:1 08•0 � � o�,tio 0 2 p�° PAp�120a 120 0 � o ^ ` �Go65g �0 �,� o F Qp�� F G•S. -,., N 08.0 G.O. �1r L�, 0 ' 50 08.0 %Q N' o$• 5o F 1223.2 F•G• 1.0�° G. N. � �G D,L F .`�• �0$- 19 $ U 0� Nbko 0 0 0 N° ° 31 -n cs 2:1 0 -o "oo G. O, ��•O L137 '22 0 � °° cv Lq `per � - 6'� �. 2 .......... N � v00 IF, \,\G J'� O .00 _� 12 N ��, \ 1210.2 ° 50 • \,. ,��� Q. � _ F ?� T.C. � � �,\��5�.p � �� �• 1 188.8 0 P`� 1209.6 v= F F• ��ti ,� \n1 `L `[ "o t°1 2 T.C. C� p� •�,'O F 0 1.2 1� TR 26828-2 o G) O ti ag 5 TR 26828 S- �kg �, �0 F . �• aP leo do ,&ko .� a% 32 14.8 G• 1 .ti `ti j , y Qc 15 :^ F.F• 121 � LP 1 10 Q� �� CP 1 CAX216 P 2 217.5 "cp 1 A�$ O 0 �- ° 1220.5CIO °°/ ,� G• 63 F G. g � �y �,\r1• ��"I � pfk�0� o � 1�G .� p X21 G. 1 191.5 �C-A . Ag cfl, , rod � ,� �1� 60 Tni 2JJ�8�' 15 17 �0, Z0, �. --, \ 33 0' 20' 40' 60' 80' 1215. 8 T.C. 1217.6 1218.2 SCALE. 1 " = 20' J 268128-2 SEE SHEET 3 UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK LLohr + Associates Inc. RECOMMENDED BY: DrawingNo. SCALE QROFESS�oHq DATE:-3 DEPARTMENT OF PUBLIC WORKSLand Planning 43513 Ridge Park Drive CITY OF TEMECULA SEE SHEET N0. 1 ��� Civil Engineering Temecula.CA 92590 , A co CALL: TOLL HORIZONTAL z y � Surveying Ph.(909)676-6726 Fax.(909)699-0896 ������ �" DATE: �'Z °� NO. 16526 z ACCEPTED BY. PRECISE GRADING P �•-•8OC)-227-2600 AS SHOWN * EXP. 6-30-05 � PREPARED BY: DEPUTY RONALD DIRECTOROFOF PUBLIC WORKS * Q a� '� z 3 TRACT No. 28828-1 LOTS 4-39 �r �� �`� FRED W. DOERGES 1,. ; F of cA�%F° � �• SHT.4 OF 5 TWO WORKING DAYS BEFORE YOU DIG N/A R.C.E.No. 16526 EXP. 6/30/05 R.C.E. No.19744 EXPIRES 9/30/05 J.N. 22011 22112404 PH2 03/03/04 49 1221 .0I 48 47 TR 2682B QEs) 46 1214.1 45 QHD (�o9.8 I I 67.88' h1 76s.o8' I 65.08' 2:1 21 05.0 22 02.7 TW=01.10 6x.80 F.G. F.G. 2:1 to _ /TF=97.1 0 LO 2:1 23 2=1 o U RETAINING WALL PER 24 98.6 05.0 _H 02 9 0 SEPARATE PERMIT F.G. F.G. 1204.8 � r- 00ISO .6 TW=99.10 H.P. CN F.G. " iN F.G. F=97.10 2:1 o N � 1200.4 +I "� 8.6 FZJ1.0% MIN. -H cv H P 1198.3 cy ,r, ca z �_ ___ 0 05.0 .0'lo MIN. N F.G. IE H. co F.G. ci �_��__� _ `� 1.0% MIN. 1.0� MIN +� o o z , , o FGp 1202.5 ®cv o 0.2m 11 0' 20' 40' 60' So' 2B I[ /H 00.6 MIN. 00.6 p 5 C4 F.G. F.G. 98.6 95, F.F.=1205.50 15' -----9 o z o 3A F.G. F.G. ±10; SCALE: 1 PAD=1205.0 Q•2' r N 0.0 ®® " = 20' 02.7 o F.F.=1201.10 ° 8 ,F.G. '0 PAD=1200.6 SR 20 c 2 0.0 02.7 t 2BR ' F.G. Q1206.0 .0.3' 00' z 0.2 0 4C R 8 F.F.F.F.=1199.10 F.F.=1203.20 PAD=1198.6 ° ® 0.0' PAD=1202.7 z z 10' o 04.7 0.3' o �; 00.6 � M TW=01.10 04.7 � 8' E7jF. . 119 G3 o TF=96.44 ' F.G. B T_ V_ 11 7. p' F.G. 20' ' G.F.=1205.00 04.3 1199.8 00.6 E /G.B. F.G. G.B. F.G. 1204.0 1203.7 _ F'G G.F.- G.F.=1200.60 9�6 98.6 h 130 33 E G.B. " G.B. cv 0'4 1202.70 G.F.=1198.60 F.G. �° V111 7 6 o TW=98.44 n co fc II N F.G i TF=96.44 •9 ri c3 6 N •8 oN T � '�� 1•• � nP 1201. N �, rncbo cri i B. cn :� o o LL 0.41 V °' � L 0) \ /1 25B.w00F.S. 45% w L=18 . 84 ' 41 .17' 65 00' s47.27 S L22 .41 ' S L=17 . 82 �> > � o Nc� rn �oo 00 �9 �� .n_ N ]'��� '� 6, 6, o `9�,j 1194.75 LTJ 11 cv v C3 �`�� a rC\4 LL_ i �� c �' �Q C7 o N 6' RIM Z ~1 i n J II ion + N E STGATPARKWAY II ' N+8 SEWER 17 p n N 19 U � "1 p o - NN 18 to �O 1 06 II vi cv co N O V O °° J� �7 ai r7 II �- 4 0 II v cr, ,�' >> 8 WATER + .�3 0 L LL: ctj + v O w F- �• 0 Cn 00.83 Ik°`�- Q F. . L = s . 8 7 �• ,� z HV 65.00' 00.01 s 58.14' s 1 5 5 � T ewo n ew L`22. 41 24.49' 6. 00 o cn 2. �' c� .�`�°_ °D� 0 r� �° F.S. 9 5.7 9 aw W L 6g O rn LL L_ t� � Q N o o .r o F.S. U7 0.4' TW=97.67 �� �� 02.5 TF=96.34 rn 70 F.G. 1199.2 TW C`' 02.3 G.F.=1202.50 1200-50 G.B. =01.00 � Aes F.G. 1201.4 1199.6 00.2 TF=96.34 •ate r m 0.2' E G.B. FL G.B. F.G. c� 02.0 _z G.F•- z G.F.=1198.40 rn 0.0 1' F.G. 27 200.50 0.3 98.4 98.4 1201.6 , N 0.0' 3' 0 1197.3 F.G. 2:1 z FLG.B. 0•5iE G.B. 28 "' m 0.0 98.4 Vol 5' ESL ER F.G. I 11 � F.F.=1203.00 f8 4BR 205. z � 3C • PAD=1202.5 F.F.=1201.00 0 F.F.=1198.90 15 PAD=1200.5 o ® PAD=1198.4 z .2' 0.3RETAINING WALL PER 02.5 59, 00.5 p0,5 SEPARATE PERMIT o° J o F.G. 0.1 F.G. F.G. TW=O 1.00 0' r-LL rn z_ .. , ® ®® o LL' TF=97.00 0' J o o � � 02. o L_�--_- 98 4 0• �CD1.03 MIN. F.G 0 1.0% MIN. o° 1200.3 0 1202.3 0 z_ ' ±23 r in 00 IE H.P. (0 0 0 ----_� in 64 IE H. • o �? 1198.1 "°N° 27 26 0 E H.P. +I r�-- N r N TW=99.00 1.01 02.6 00.5 98.4 F.G. �G5 G. TF=97.00 25 98.4 2:1 ►� �G- 65.00 1 'G' 65.01 F.G. F.G. 72.91 F.G. � I I I I 17 18 16 1 187.8 I 1 188.0 I 1 188.0 I UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE QRof"Ess/0h LLohr + Associates Inc. RECOMMENDED BY: 9 DATE: D DrawingNo. , SEE SHEET N0. 1 Land Planning 43513 Ridge Park Drive � CITY OF T DEPARTMENT OF PUBLIC WORKS ^�� � _ TOLL �� HORIZONTAL � y Civil Engineering Temecula.CA 92590 / Qk ; / o_ tq No. 8526 Surveying Ph.(909)676-6726 Fax.(909)699-0896 ACCEPTED BY• DATE. PRECISE GRADING PLAN AS SHOWN W EXP. s-30-05 rn PREPARED BY: DEPUTY DIRECTOR OF PUBLIC WORKS -$00-227 -2600 * # - RONALD J. PARKS VERTICAL ;,, ���' F CI V I L oQ` FRED W. DOERGES Op A��IV r,.,�{ TRACT No. 26828-2, LOTS 4-39 TWO WORKING DAYS BEFORE YOU DIG N/A R.C.E.No. 16526 EXP. 6/30/05 R.C.E. No.19744 EXPIRES 9/30/05 SHT. 5 OF 5 J.N. 22011 22112405 PH2 03/03/04