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HomeMy WebLinkAboutLot 1-50 Precise Grading MURRIETA HOT$M IMS ROADITY OF M CULA GRADING-- N O MURRIe*A HOT arRIMos no A 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 C LI FORNIA UCmr of TEMEcuu BOUNDARYp I RA IN P AN BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AS AMENDED BY RRDE 99-23, AND IF GENERAL PERMIT FOR APPLICABLE,CONSTRUCTION ACTIVITIES. RESOURCES ya CONTROL BOARD N D S PROJECT SITE TRw6 OT 1 =50 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1X DRAINAGE TR. No. 26828-1,-2 AM TR.NO.266211 SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL W RITA ROAD (n EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. u M. W1,*I: JOSEPH ROAD W 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. Z KE'RM ia► sRo' 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR cmr OF TEMEcuu DOUMARY 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 SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. A o W _j 24 1 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL _jJ `� ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL VICINITY MAP ix 23 » 20 21 REPORT FILLS HAS BEEN PROPERTY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. N.T.S. U �. 682827 � �4 ci W 4 1 t' A4'EADoW r 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMIECULA'S DEPARTMENT c~n r VIEW 1 OF PUBLIC WORKS A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN W t• is 114 Np CIRCLE ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE Y 11 , a •• 0 4 3 • 2 a-1 � � BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION a O to t o OF CUT AND FILL SLOPES. PL = � » • ~� 1 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE -ENDMIN. 5' MIN. NORTH 1 PARKA �� •t ` 112 Za 1 SOUTHGATE FOOT. °� • �- WAY 3' MIN. 2' MIN. 2' MIN. 3' MIN. rV/�� t• moo. 1111 1 W S. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE �W5 t� � 42 1 X 211 1 SUPPLEMENTAL GEOTECHNICAL INVESTIGATION BY PETRA. DATED JUNE 25, 2003. TWO 1 J 1 SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED 110 THE PUBLIC WORKS 11A(SHEET 2 SHEET 5 16 1 • = 32 DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND • 1111 CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE FSU SHEET 3 00 611 33 RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. F f- 30 • 4036 1 1 14 ]B DR�v % 34 1 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS LOWER PAD UPPER PAD a THIS ARKv�EYr INSPECTIONIN EREQUESTING FINISH LOT MUST BE APPROVED PRIORADE AND 0 BUILDING PINAGE ER"T (CLEARANCE OR EACH LOT 13 TR. NO. 26828-2 p 2 t • RO p►D N,�N• is ` 4 2 JQS�P� PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 l 5' WN. 10.CVT AND FILL SLOPES g MSN, Z��° Mp,X 1 11 • • SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND Z � MAX HIGH POINT 9 SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING SLOPE VARIES 2:1 MAX. • THE GRADING PHASE. TYP. SWALE SECTION LOT NUMBER � 23 0= ,tib ,• PAD ELEVATION-0.2 1 � -_ r 1 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT LIMITED TO, INSTALLING, WHERE N.T.S. MAX. 40 APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN PROPERTY LINE �_ t�-� PAD ELEVATION LO � ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES DEEPENED FOOTING OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH FOOTING TO BE DEEPENED PER PLAN PAD=1258.9 FINISH FLOOR ELEVATION -Mani F.F. ELEV. s ABOVE PAD ELEVATION INDEX MAP BACKFLOW PREVENTION DEVICES PER U.P.C. 5' MIN. FF=1259.40 SCALE: 1" = 200' 12.FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS VARIES, 6" MIN. TO O' F • 20 4• F . BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF 6" + EXTRA DEPTH FOOTING �' 4' MI 48R x � ELEVATION TYPE 1 PER PLAN, MAX. LENGTH OF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN PAD ELEV. DEEPENED FOOTING (D.F.) �Zs�s MODEL TYPE MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 2y LENGTH OF DEEPENED ® A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL FOOTING (D.F.) x F' APPROVE PLACEMENT OF FILL. 2�g' Mph! 12" MIN. ENHANCED ELEVATION PER PLAN OF-1258.90 PROPERTY LINE 13. TEMPORARY DRAINAGE SHALL BE PLACED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND RETAINING WALL, o.' • GARAGE FLOOR ELEVATION DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING WHEN REQUIRED, 7.0 OPERATIONS. SHALL BE FORMED. BY SEPARATE PERMIT L �.8 FOOTING PLAN c.s o= �•� •M+• N 14.DUST SHALL BE CONTROLLED BY METHODS APPROVED BY CITY ENGINEER. TYP. EXTRA DEPTH N.T.S. N� `� .ti RIGHT-Of-WAY F.S. FINISH SURFACE 15.STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND 60.50 CURB T.C. TOP OF CURB Y= 2:1 SLOPE FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A F.L. FLOW LINE ELEVATION PAD=1200.1 PAD ELEVATION REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. TYPICAL LOT INV. INVERT F.F. FINISH FLOOR N.T.S. T.G. TOP OF GRATE G.F. GARAGE FLOOR 16.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE 45.0' 45.0' 50.0' 50.0I.E. INLET ELEVATION TRACT BOUNDARY REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN LVr -I - 12340 SURFACE DRAIN DAYLIGHT LINE ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL 171 ® . F DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. OPT. DECK OPT. DECK OPT. DECK EARTHWORK QUANTITY ESTIMATE F.L FLOW LINE ELEVATIONG.B. GRADE BREAK EXISTING CONTOURS 17.EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE PROPOSED CONTOURS REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT STANDARD BACKWATER VALVE DETAIL NUMBER NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE PLAN 3 PLAN 2 55.0' PLAN 4 CUT FILL PLAN 1 3 SHEET DETAIL SHOWN STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. 56.17. EXCAVATION 925C.Y. ® WATER SERVICE 73.0' 56.5' GAR. EMBANKMENT 925C.Y. © SEWER SERVICE ER ENHANCED REAR 18.EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. ELEVATION NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. GAR. GAR. SUBSIDENCE STREET LIGHT SP ENHANCED SIDE 19.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO GARIwo . � RIGHT ELEVATION SHRINKAGE r� FIRE HYDRANT ENHANCED SIDE COMMENCEMENT OF ANY CONSTRUCTION/GRADING. IMPORT/EXPORT RETAINING WALL SL LEFT ELEVATION GAR. 20.THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A TOTALS 925C.Y. 925C.Y. T.W. TOP OF WALL PUBLIC RIGHT-OF-WAY. T.F. TOP OF FOOTING 21.APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF BUILDING FOOTPRINTS ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER SCALE 1" = 30' FOR REVIEW AND APPROVAL. 22.THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCE FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF UND RQROUND STRUCTUSTATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE N Tl FI ATS N S CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE 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 CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. N011QE5 APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING NSOR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY Underground Service Alert CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411 R JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT ALD05- 043GR INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT GROUND SERVICE ALERT: 1 800 227-2600 OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE UNDER ( ) �' TOIL FREE AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS_ o EARIN ' a 4-�- 2 8 4I DEFEND, INDEL D 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 227-2600 WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES BEING THE CENTERLINE OF SERAPHINA ROAD AS SHOWN ON PARCEL 11-12 AS N O' 51' 510E. LD04- 051 G Tw DAYS BUM POLI W OF THE OWNER OR ENGINEER. CONCERNED BEFORE STARTING WORK. MAP NO. 16487 P.M. 99/ ' CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE QaOFESS10 Lohr + Associates Inc. RECOMMENDED BY: DATE: 3 Drawing No. Q � Land Planning43513 Ride Park Drive CITY OF TDEPARTMENT OF PUBLIC WORKS FW ADDED V- ITCH LOT 14 SHT. T-46-81 FROM THE INT. OF RANCHO CALIFORNIA ROAD AND FRONT ��' �► 9 CONTRACTOR DED V-DITCH DETAIL, SHT. 5 v, � Civil Engineering Temecula.CA 92590 STREET, 1.7 MILES NW ON FRONT STREET/JEFFERSON AVE. TO THE HORIZONTAL �► s y Mo t W20 z Surveying Ph.(909)676-6726 Fax.(909)fi99-089s 4ACCEPTED BY: D�►�: PRECISE GRADING PLAN INT, of JEFFERSON AVE. AND WINCHESTER (HWY 79)0 2.0 MILES NE AS SHOWN W EV. 6-30-� PREPARED BY• DEPUTY DIRECTOR OF PUBLIC WORKS . INSPECTOR CORREC LOTLINE BETWEEN ON WINCHESTER ROAD (HWY 79) TO A BRIDGE OVER THE TOCALOTA * _ _ Ze.�-10 ' 31,E„/� RONALD J. PARKS _ TRACT 26828 LOTS 1 -50 LOTS 42 AND 43, REVISED SWALE CREEK AND SANTA GERTRUDIS CREEK FORK, IN THE SE WING WALL, VERTICAL "T ON LOT 42fi SSE OF COR OF BRIDGE ABUTMENT, 3 E OF STEEL GUARD RAIL, v� �F° FRED W. DOERGES -:.I98 :•.• TITLE SHEET SH T. 1 OF 5 DATE COMPLETED 19 NOF TELEPHONE SERVICE BOX. ELEV. 1091.074 CAS~ R.C.E.No. 16526 EXP. 6/30/OS R.C.E. NQ. 19744 EXPIRES 9/30/05 J.N. 22011 \DWG. PHFPGPSHTI 02/16/05 rk /V �O J RETAINING WALL PER SEPERATE PERMIT k"� RETAINING WALL PER TW=43.83 TW=43.83 TW=43.17 =4 _ ►.`1� �,• TW 517 TW 45.17 ,`, SEPERATE PERMIT /`F=35.83 TF=35.83 TF=36.50 /TF=36-50 TF=36.50 132.59 83.91 ' T 68.02' 63.50' 63.50 66.92' •�5 F.L. Q � 70.55 1237.9 31 .L. _ 15TW=36.3A 16 aD o 1 7 18 (D o � 91237.3 38.1 - •1 Tw_40.50 T.C• TW 35.67o � ao r� 7. 7• TF---36.50 � H.P F.G. ® _ TF=30.34 � � o H.P. -� „ TW 35.00 N TF=30.34 0 � o +I o �i F.G. .G. � 12 CONCRETE V DITCH Q TW=35.00 N TW=36.34 �' o TF=29.00 +I N +I � z ---- 1-10 PER DETAIL SHEET 5. TF=29.00 1 1• N 0 - 35.5 � -� o V 'L' TW=30.34 F=30.34 _ ° T / TF=29.00 F.G. F.G. 2 4 1234.1 4. o 0 - -H N �, , on .L. F.G. rL H. F.G. .G. F.G. o -H 29.7 'CD 1231.2 F.G. '� `'' 1235.3 0. ' F.G. F.G. j 0 12 \A' r�i 230.4 t-70.P• 1232. EE /H. 0.1' o rn -H i 1 r� +I H. o 0 z F.G. F.G. 0 14' _ --, - o °� m : 0. 2AR 0.0 T 121 29.3 0 F N b� Z_ a F-----� cv ®® o z o F__ _� 313R ' TW=38.50 122 1 •� �- .G• N r ®® N ' ° PAD=1238.1 TF=36.50 �® F.G. F.Ga.o �? PAD=1237.5 � F.F.=1238.6 f 13 1.C. `` F.G• 0.0' F.G. 2AR F.G. F.G. 0. F.F.=1238.0 f15' 20' �$ F.G• 9' 0.3 3 - . - . - A � p.2' 3C� •� F.G. 0.o' , DROPPED 4B PAD=1234.3 0.0 9� 0.2 F.F.=1234.8 4C LOOR •4 - - - - - - F.G. 39 :1231 1233.5 31 7 DROPPED F 9.0 � �i �, p�:1231.9 PAD=1232.a PAD=1235.5 FLOOR •G �� -9 1 �'? F F.F.=1233.3 0.0 E G.B. 0 F.F.=1236.0 •G• F.G. 1237.1 •mss, �- p.5 0 - - - - - 5 36 6.4 F.G. G.B. ' :1230.0 4 0.5 ISD .9 15 FLOORROPPE0.4' o F.G. E G. G.F.=1237.60 L ��� ` p•0 )WWI 2V.0 0 �P p F.G• f 5 57' a$ F.G. o GF=1236.50 46 r 4 co) N•N .G. 49 .G. ° 1237.0 F G. .= N G. . ?mss, 2�5 6 os 83 F.G• .9 1230 8. a-- 0.5 1233.3 34.7 1235.50 � L T c 22 122 G- 122 G.8• �- /G. F.G. 7' .G. E G.B. 1 36. o �; 4 0.5' G.F.=1233.30 G 1234.4 L G.B. ? w No k 6fi 70 S• ni b X1230• G.F.= 1231.7 G.F.= G.B. F F'%'F• 1232.80 - 1232.9 1235.50 -n\Vp 3 G•F *` n� 31.7 co G.B. -_ 1234.3 � ,�^� �• pp, th w F G• 123p•� 5 1229.6 'N a° 'N G.B. co f o co T, o V N ,�� /G.B. N N cn N N �`• 5p• r- '�C• v 22E,3 1 ZZg• N N• N -*� �'' 41.78' �, .r- N 4 > o T C G B' • �-n cr►o rn Ln � L= 60.00 63.50 =25.8 ^ �.• .� O 16 �6_1cb 6.55 v' '� w v �`• ` �. cr in N O e,• a T.C• °' 1228. 'C�r' r o r N F.G. 0 'n ISI r 2$ R- 1 c' Tn � N� .C. 8 ooa+0 N� A � oN 8" SEWER •� „� oo N 422 26 F2`�6, �hti f `' � 5' H 1 HLA D VISTA CI L E RIM 5.65 o` 6.16r � C' LA � n � - 1224-06 12 - - � c� -� „ - 1 - - p� s.6 T.C• � rn� � 11 r + IM �, � II r + 8 WATER � 21 .01 122 a � 11 No00 �� J►� No on �y 3 Nk + (A °° 1 0x F.G. \ o �,,cc) 01) C .0? �,��• 24'32 3" r- 's r o. C) -±34' w'r� \ .C ? 1 S c,► N d 1� �' � p 12 O_ =44.13 23.13' FH- 64.00' ,�`�i56.06 =8.24' L� •� _ gQ F.G. �0 1 C .40 -n ,,,� BW Bw �'5 '� .� L4 Bw 20. 14 _Z ^p J ` L34 N o K o ��/o 21 N ►o w 04 (A 4N , �' 77, -^ J N °' TW=31.30 2 N , 1233.2x- cv LAI 2.3% � -� w -Op' CL 14 -n N �• 1230.1 1231.7 �o .�•8 26.0 19 18' �-a G TF=29.30 ao G.B. / '' s ^' 0 2 n,, � / G.B. � 1234.9 � � �' � 2• X12 S• D� 1 � _ G. rn cn . � h M N. F �1228.3 G.F•� 8 6� C` 20' �'' M _ 1230.2 �r i G.F.=1232.80 .F.= E '� ,� ,,,` • r�' W 7.b 227.80 p° rr W `� r s N ,,�, 1233.3 r. �' C/) 122 P 1 N o 25.47 r �' '' 1228 o F.G. G. 0.1 F.G. 23fi.10 `I' o ,o F.G. G. ao `L N 10 • N F.S• rn 22 ni = 0.2' 0.0 o . F.G. � T 1229.50 IE G• 7 G. F.G. .G. 1235.8 r •ps b N o 5.1 •C ca 0.0 9 0.4' L G.B. • °' ;n 1 co L: 0.2 F.G. 0.5' 6 g .= ao .-- o T. w •= 7 1236.1 Q _ 6 ►p7O w_- 1 �, Q w 0.fi 1229.50 �G 34, o m N \ 3 Ld 0 0.0 0.1' o 2B ❑ F.G. � � f7 F.G. F.G. '� F.G. r� ' '- ? F .4 °D ao PAD=,231.2 1 p• 3AR 0.0' � ,� o.2' ,o' f32 . 117.63 1.0% '� _ -N � •G 5 1234.3 F.G N s II o, � 44 SR o 5' F.F.=1231.7 9 PAD= 39' 4AR 0.0' w F.F. 1234.8 � °'• O RETAINING WALL PER � PAD=1232.8 6 � F G v f43' r 4BR SEPERATE PERMIT o C' F.F.=1233.3 A PAD=1236.1 , 0.2 .- 7• II as 0.2 F.F.=1236.6 w �- F.G.o 6 F.G. F.G. 24.9 ��� 0.0 PAD=1229.5 15, F.G. 0.2' o.2 ER 5 z w F.S. T A � � 15 0.1 - � F.G. N .C, •S F.F.=1230.0 +5 N 18 57.3 F. . F•G• F.G. 9 3C w 10 2C 24.59 DWY z' z �. z , F.G. •G, f 10 o CL o ' ® o 5 0 ®® o PAD=1237.0 .. _ _ _ _ PAD 1225.8 I�• F.S. W 24 F.G. o N �_____� c � ----- o c.; M L------ ®® o z _ _ �; 11.17 f 1 G. o -- --� -- F.F.=1227.3 '� p �, Z F.F. 1237.5 o r' o - __ TW=31.30 v -- 1231.0 TW=33.30 ~ Q 12 i •S�► N H.P. TF=29.97 o TF=29.97 1232. QD O w 1234.1 2fi. -- 60' o H.P. o /H.P. 00 1235.9 � .G. .G. 1 12 cia - rL P. 2.Olo 1229.3 ;� cq 00 PO rri n H.P. M 00 o MIN. 30 30 �o /H.P. � "H 24 23 rn N :21L------ k co rn 25 4 3. N. 4. 4 6. 22 ®VF.G. 1225.8 N � 28 .7 1 , F.G. F.G. 64.00 .G. F.G. 61 .60' .G. F.G. 7. 1236.8 7. rL /G.B 10 20 20 1 29 F.G• 60.00 64.77 F.G. F•G• /H.P. 86.07' F.G. 7. � .G. F.G. 74.76 r' `� ` 2.69 3.06' 1.0% 1223.94 F.G. 121.85' 3.94 T.C. � 1 31 ? co 7 28 29 30 32 1225.6 I 1227.0 [� 1224.7 1225.4 1226.0 1226.6 1227.4 I o' 20' 40' two Sol, LD05 - 043GR SCALE: 1 = 20' LD04- 051 G UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK Rof Essio L,ohr + Associates Inc. RECOMMENDED BY: DrawingNo. SCALE � � Land Planning 43513 Ridge Park Drive ��' � � e DEPARTMENT OF PUBLIC WORKS 02/16/05 FWD ADDED V--DITCH LOT 14 .7 Z SEE SHEET No. 1 CITY OF T �' 4i� �y Civil Engineering Temecula.CA 92590 CALL M11 FREE Hol ZOWAL NO. 102 Surveying Ph.(909)676-6726 Fax.(909)699-0896 ACCEPTED BY: DATE: 51 PRECISE GRADING PLAN 1-800-227-26M AS SHOWN w up. d 3o-cs PRFARED B DEPUTY DIRECTOR OF PUBLIC WORKS 2; 3- �� RONALD J. PARKS :'• TRACT NO. 26828, LOTS 1 -50 vornex rAr " � of `* FRED W. DOERGES �,�.•,��. TWO WORKING DAYS BEFORE YOU DIG R.C.E.No. 16526 EV. 6/30/05 R.C.E. No. 19744 EXPIRES 9/30/05 �'' SHT. 2 OF 5 J.N. 22011 22112402.DWG PHF 02/16/05 i 1249 . 9 1248 . 9 INING WALL PERhO 1 247 . 2 1248 . 2 1 248 . 5 �,- J 1244 . 9 SEPERATE PERMIT � RETAINING WAL PER TW=43.83 TW=43.83 TW=43.17 TW.-45.17 TW=45.17 �V' SEPERATE PER IT /TF�35.�83M-35.83 TF=36.50 /TF-=3-6.50 TF=36.50 J 132.59' 83.91' 68.02' 63.50' 63.50 66.92' ;n 70.55 1.15 w 0 38.1 123H.P 38.1 TW=40.50 123 4 _ 15TW=36.34� 0 1 o 17 w 18 0 o ,.� 7• 191237.3 7 20 E F.G. TF=36.50 -�•C. _ N TW_35.67 TF=30.34 � o -H o I ° F.G. [U-H.P. F.G. TW=35.00 � TF=30.34 0 +� © o -H r (41 0 \ TF=29.00 =35.00 N TW=36.34 N oN +t z V TW=30.34 TF=29.00 1 4 1.4 F=30.34 o V F.G. F.G. 4.3 1234.1 4.3 F G5 F.G. o �-----,� � z � 041 � F.G. TF=29.00 32.8 't? F G rL H. F.G. r- ' ' Ci ® F0 ' F sw � 1231.2F.G. r�`` 1235.3 • F.-H 123 . +t 1232. -----6 F /H. F.G. F. . o ' 04. z , Z o o �-- � � � 2AR 0.0r---_-'` o � ._____ N ; ; ®® o ? p -- -- ' 3 B R . TW=38.50 1 \ ��� •3 CA '-� i N i 4 ®® N i i o PAD=1238.1 ±13 ' TF=36.50 F.G. F. 0 0' PAD=1237.5 F.F.=1238.6 G. F G• 0.0 2AR f F.G. IF , F.Fo=1238.0 ±15' _ � 20' T.C• $ F G• G. 9' 0.3 � 0 0 Z, 3CR � .G. 413 0.0 a DROPPED 0.2 0 PAD=1234.3 4C 9 LOOR \ 0• 4 , , _._. .._ .G. ' :1231- 31 • 7 DROPPED 1233.5 2 j- ° 39 PAD 31.9 PAD=1232.8 PAD= F.G. 9 0 ��� _v � M F•F,�12 =1233.3 0.0 � /G.B• F.F.=123fi 0 FLOOR 1237.1 F G >> .9r- .0 1 r F.F. bit - - - - - 5 F.G. � 0'5 o ROPPED 0.5' 36.4 S- .0 4 ,� 0.4' o /F.G. L G. G.F.=1237.60 E /G.B. PAp:12 .5 0.9 1 } 5' 0 15 F.G. FLOOR ° .1 GF=1236.50 4 ��R F•G' S7 N N _ � F.G. 49' G_�•_• 1237.0 bra 1 2 �- 30• rw;N 5, 1233.3 1235.50 �`!' � G. �S- 2s 6 1,228 1229.9 12 G•g• r 0; /G.B. 34.7 All j-C 0' G,B. 7 F.G. ,5 36.3 o �6�4 0' TL G' f- 0.5' G.F.=1233.30 1234.4 E 1230• G.F.= 1231.7 .F.= L /G.B. ^� 'v� '•P L_16 F , w -`0 1232.80 ,� G. 1232.9 1235.50 F• � N 31.7 coo • � G.B. � \7i234.3 'n ;,� W 1 3 6230-p0 6 1229.6 .N va o to ,i o O N w 1.� /G-B, N N cn 'ry �° N 5D• o 1 F• G.B. N � k � .� cn • Bw cn N �r• �-- L -� �� o .0• 12 '� 8 7 �, N Bw v � 4.4X ew 'n 26 3 122 B• �.,' N -.► J _ L- 41.78' 63.50 37. 1 `�=25.8 . 00 < 4 �o T;C /G. 46, ag w,r�J c,► °' in bo L- 60 S U per, \� 1 �r16. _16.55 � in •,P w � .�+ '� •5� in -� $pry ' 1 28. 8 r0 II + o •�, o II + 'n40 II r 4,2.2 26" r2. h� 7-C �8•S8' n � N� Nom N V N 8 SEWER •_� N 0 civ F 6 n� + t- .C. p o N �. tJ �' w �, C,• o CA5 •G: "7 � ,' , • • '- d � � 5' HI HLA D VISTA CI LE RIM -o C") o - o� --- - -- - -- - -- - c�. k cn *0 1229.06 12 r 0 1 21.01 6.6 T.C. '- + IM ^, v � N r + 8 WATER �, � � , 122 c0 a. 'J 11 v w r'�, a,, o � 7a� 6 ,�G• ❑ • 13 C4ry V' 0 1 w g � 9 1 30.0 �� 1• o4 'S R 38, a 00 - No d N .�, •p N 'S �. 2432 3 ? 1�G• o o c� '' f34' �•� � •C -r r s s s � �� � Q L=44.13 23.13' F H. 64.00' ° ,�`��56.06 =8.24' �� •� � Z ® F. 10 •C .4p Bw ew off° •q •v bit N Bw 20' cn •O 'S �. N ro UL A a? w w 2 owe _ N L 3 -n N �' _ 0 2 N 1233.2.-- N �' 2.3� � csp 00, CL 4NT� 77 N in`� 30.1 TW-31.3 1231.7 v G.B. t- ' w 26.0 19 1$•14 ink �► 12 G• ,r TF=29.30 00 ao G.B. io 1234.9 ;n s h� 2.096 -1227.8 pW'� 1 �' ca / _ E G. rn t? W ►.-- PAD g.3 F.S. CL 1 �, _ .F.- rn .� �• ,,``' `'� MIN• F•F,=122 G.F.= r- m � W h ° ° G.F.=1232.80 1233.3 (0 o b� •� 694 20 � � 'mss � 1230.2 - .= a• � -J, ° •g 27 G. N � 0.1 F4.2 1236.10 •`9 N 1227 12 co 25,47 �• a, �. F. - G, o0 IN. E / H.P. 10 N� F,S. o, r22 ' cv .= 1228. 0.2' 1 0.0 1235.8 o O 1 G. 7 F.G. s o o F.G. 1 C 1229.50 0 F.G. ° . _ 0 12 5• T 0.0 9 7 0.4 G.F.= G.B. 0 m °' T. - °: °ice,'- ao , .= 7• 0.2 0.5' 6 1236.10 =1 237. .0 ~¢ 0.6 1229.50 �� p p , 0 2 B 34' .G. C%4 �- 1 3 V) W o 0.1 t7 r-) .G. F. r .4 F.G. r _ 31.2 3AR �- 0.0' N 0.2' 1 o ±32 .$ ,� F o0 .� PAD= 10' r 27 rn 7 5 9� PAD= 39. 0.0' w 117.63 ° 'N •�s R '0 5' F.F.=1231. _ ❑ 4AR F•G. `V 11 °' � 44 � as PAD 1232.8 F.F. 1234.8 0 0 RETAINING WALL PER �. = co z t43' 4BR SEPERATE PERMIT o � F.F.=1233.3 `� 0 PAD=1236.1 � __ � 0.2 ° 0.2 =1 36. D w tt 6 F.G. F.F. 2 6 0 0.2 ER S z F.G. F• ••� 24.9 �? J 0.0 PAD=1229.5 15' 15' 0.1, 0.2 a� z ?g 0 1 4 F.G. Bio F.S. TC .S F.F.=1230.0 +5 3C, N 18 57.3 - F.G. .1 9 ' 2C N i t z �� Z_ i i F.G. t 1 bt 0 ' 10 0 ® ®® ®® PAD= 11 FOS. CL DNVY 10 r% F.G. v -_____� N i i 5 cv d---- o i i _ o z F.F.=1237.5 PAD=1226.8 � 11.1 W 240 f1 .G. � N `-----' o N r � � � ce P--- F.F.=1227.3 o 20 �'�. o �? ' 1231.0 TW=31.30 TW=33.30 1234.1 •0 � ¢ 4 12 ' 'S� ``� H.P. TF=29.97 oTF=29.97 1232.J M o rL /H.P. ao 1235.90/ -G• 1' 60 CO 1226. �--- o � H.P. +I o +t � n � H.P. � 1229.3 ;n N o0 r6 ri 000 o Z� i 1`0 �- _N i r to �O rL /H.P. 2•�% 130130' �r, H.P. ' -I �_ +I '�- 2'4 23 o N `-____� o n-IN. rn v- 25 31.4 3. /AF*6� 44. 6. 22 ® 1225.8 N 3 .4 F.G. 64.00 F.G. 61.60' F.G. F.G. g 7. 1236.8 7.2 ,�- ® F.G. /G.B. 0' 20' 20' 1 29.7 26 29.7 .G• 60.00 64.77' F.G. F.G. /H.P. 86.07' F.G. 2.69 27 *.G. 12 F•G- 74.76 3.06' F.G. 121 .85' 1.096 12 3.94 23.94 T.C. 31 29 34 c 27 28 32 • 1227.0 N 1225.6 � 1224.7 1225.4 1226.0 1226.6 1227.4 10 a o' 20' 40' 60' So' SCALE: 1 " = 20' LD04- 051 GR UNDERGROUND S ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE QRpiFESs/0 LA*w + Associates Inc. RECOMMENDED BY: DATE: . .3 Drawing No. O ! Land Planning 43513 Ridge Park Drive CITY OF T DEPARTMENT OF PUBLIC WORKS SEE SHEET N0. 1 4� Civil Engineering Temecula.CA 92590 g p HORIZONTAL ��' 0%, rJ CALL.. TOLL FREE y Surveying Ph.(909)676726 Fax.(909)6990896 ACCEPTED BY: v DATE: �'3 D� N& 1024 PRECISE GRADING PLAN 1-800-227-2600 AS SHOWN - X30-05 PREPARED BY: DEPUTY DIRECTOR OF PUBLIC WORKS ,e r _ RONALD J. PARKS 9 := TRACT No. 26828, LOTS 1 -50 art` `� FRED W. DOERGESrrf {oi�i' CAL R.C.E.No. 16526 EXP. 6/30/05 R.C.E. No. 19744 EXPIRES 9/30/05 �' SHT. 2 OF 5 TWO WORKING DAYS BEFORE YOU DIG J.N. 22011 22112402-DWG PHF 05/06/04 -31 85.29' N Cl) 77.11 64.08'bo 60.08' N H� 17.32 24.7 4.7 24.9 60.08 24.9 24.9 60.08' 24.9 F.G. F.G. F.G. � F.G. L -, 23.2 23.2 F.G. F.G. F.G. H` 4 20.7 �' 20.7 v� !+ F.G. 3F.G. N N w (o N Cn N F.G. 5 220.3 F.G. o 1222.8 0) o, °° 6 17 17.5 1217.3 H. G •► H` a v F.G. 0 W to 1224.3cn oo r-____It 17.5 00 ® ; z o1%0 H. 1224.5 ®� 20.5 .5 23.0 H. 1224.5 20 F.G. F.G. F.G. 23.0 r-____� H. 17.5 4BR o ..F �+ o.0 0 o o F.G. O. V F.G. 3, PADS 1220.5 15, z � r_____� A 24.5 24.5 F.F.=1221.0 7 F.G. 24.7 �o o 0. ' PApr121 a•� o O.O' P F.G. 24.7 X121 AD 1223.0 F.G. 24.7 F-F. 01 DROPPED F.F-�1223.5 3CR o F.G. � F.G. 24.7 2p 20.4 FLOOR 43' 0 34' v A F.G. F.G. � 0.0' -. .- PAD=12 3AR 24.5 f � - � 0.5 o F.F � 8 0 ,� e o 1224.3 0.0 B 1225.0 � � 17.1 OROPpED ' D. 8 PADS 12 8 PAD=1224.7 F.G. pL0� 7' G.F x 8 24.7 0. 5 F.F.=1225.2 f8 18 9 22.6 F F=1225.2 �']�' 0 17.0 5 0.3' 0.0' F.G. 23' o. F.G. 8' 0.2 222.0 0.3 0 24.5 _ _127•a0 t 3' 19.7 13' F.G. 24 5, G.F• 1F.G. 4 G.F.- -� 'L• 12.FI 24.3 F.G. 1214.E A 6.4 12 6- �, 21 s.0 20% 3.00 12 � F.L. 19.8 co F.G. 13 24.5 0 24.7 .L. -4 F G. 22.7 0 � G.F a" 1223- F.G. F.G. ' F.G. 1224.50 F.L. F.G. 24.5 0 1219.3 --� F.L. G.F.m F.G. -i 16.0 17.1 -L. 1221. 223 1224.70 0 0 p G.F.M 1223. $ 15.1 F.S. F.S.5�% 36 20.0 IN F.L. L. �4ry 224.70 F.L. F.S. 20.8 °D F Ss F.S., L=45.81 F.S. JK 21.6 0 A.0 ���� 23.0 F?23. �o 1223.6 ao L=61 .00 64.0 F.S. F.S. 9 F.S. o L. �ry �„� F.L. ry 6 23.1 N60.0 23.1 23:2 0 �p F.S. F.S. F.S. 6 ' tT v n ry j cy .� 1 17.68 N 'o v - 0 lit RIM v` ry�• •� N r rn• � c i 28-2 12 1 -. rn 4�6 dILA: wow 'n �, ^,a �►'-� 13 NORTHIGATEPARKWAY11.91 ��'�RIM •�,r'� 15 � TERRA E VEW CIRCLE s -� 6' SIDEWALK 4' s" 1223.2 Z� -c -8 FL OF PIPE 1/2* INSTALL REMOVABLE PLUG ABOVE GUTTER 2x F 1208.0 FLOWLINE A -- 1223.6 INV. ELEV. PER L-F PLAN 4" pyD 50 � 1224. 6 19 1 A 39 A INV. ELEV. PER PLAN 4"x4"x4" 38 CURB AND3"x4" TEE GUTTER 3" MIN. PVC REDUCER (SCHEDULE 40) INSTALL POLYETHYLENE PLASTIC JOINT W MIN. COVER MATERIAL "QUICK JOINT" OR EQUIVALENT L' Z o' 20' 40' 6o' so' 9" 6" N SCALE: 1 " -= 20' UNDER SIDEWALK DRAIN DETAIL 0 NOT TO SCALE LD04- 051 GR a UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE QR FESSIO L umr + Associates Inc. RECOMMENDED BY: DrawingNo. DATE. S O SEE SHEEP No. 1 ��� �11I Land Planning 43513 Ridge Paris Drive (TY OF T DEPARTMENT OF PUBLIC WORKS HOR OWAL �� Z Civil Engineering Temecula.CA 92590 g CAUL' T//�� ,� FR o � V�•1- FREE y � 'W2� z Surveying Ph-(909)676-6726 Fax.(909)B99 OB96 ACCEPTED BY.- DATE: �3 W �• ,� PRECISE GRADING PLAN AS SHOWN PREPARED BY. DEPUTY DIRECTOR OF PUBLIC WORKS 5 1--8�0�--227-260 It _ RONALD J. PARKS .::: 6 0 TRACT No. 26828. LOTS 1 -50 FRED W DOERGES � �. TWO WORKING DAYS BEFORE YOU DIG R.C.E.No. 16526 P. 6/30/05 R.C.E. No. 19744 EXPIRES 9/30/05 �" SHT. 5 OF 5 J.N. 22011 22112405 PHF 05/06/04