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HomeMy WebLinkAboutLot 1-4,78-81 &-11, 19-27,50-53 Precise Grading R R01� (D-ROYAL CREST DR - � QSTONEFIELD LN. imp a--REGENTS RILL CIRCLE 4QNORTHSHIRE CIRCLE GRADING NOTESTract No . 3143and & It., ®-WARWICK LN. 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF APPLICABLE, TO THE STATE VIA RAMII WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. CROWNE HILL P,� qq 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES � 1Ac� d SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2 AWAY FROM THE TOP recise Gradinga se pawan OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN F �" PER FOOT FOR A MINIMUM OF 3 FEET. IVA 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . Lots an �11 ) 1 % � �4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, PIOPI00r IOR PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHTEIGHT OR r� •i aTemeculelif a �D a a THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. HWY. 79 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL 1a 15 " ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY 17 35 TO SAN DIE00 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. to 19 ❑ � � Ole PROJECT SITE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS zt 34 DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE 71 VICINITY MAP APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 1111P 30 31 70 NOT TO SCALE LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 0010 23 29 72 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 27 e. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS SHEET 3 2+ x1 73 INVESTIGATION BY PETRA GEOTECHNICAL, DATED JUNE 4, 2001 . TWO SETS OF THE _�V. 54 W ea FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL 74 INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN > 39 67 DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. m � 40 s7 75 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE Ln sz sa1 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED _ z1 1 PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. 23 37 41 H 05 PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 20 so 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT 24 42 50 s4 77 CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. i 19 24 • � 36 4t 54 t 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING WHERE APPLICABLE a 43 GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH CITY CODES 0 'a 43 I 7a a0 a1Ej HIGH POINT ri 62 ,I,' PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE A PAD ELEV. -o. MIN. 34 61 PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 17 ,a 5 R 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF a 47 -- z z WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN OCCURS � 1d Z7 33 46 - I .- I UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM � 45 51 I NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING o 4 3 z 1 I 10,IV. 10'TV. I GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. , 15 30 32 7 a s I (OEM (D 3t a 1 5#_ B 5 5 B �; 5 C xa 10 a � � I M I N ) MIN WIN M I I .►-- I o I 14 t3 --� ..•-w' � � _.._ ".. .""' �` 1 PAD PAD I O 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM F --�-- I FF - FF z � PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. z ? LEGEND 2 ., I 16' 1fi' I o 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 12 MIN. ABOVE PAD ELEV. I MIN. MIN. I 00 0000.00 I I a LO 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1 .5) SHALL BE TOP OF CURB TCINDEX ROUND OFF TOP INDEX MAP SHEET 1 z z SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL FLOW LINE FL P/L 6z a - o?04 ENG I NEER, OR ENG I NEER I NG GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. SCALE: 1 " = 150 SHT . 1 TITLE SHEET 59 lox 16. A REGISTERED CIVIL ENGINEER OR LICENSED LANA SURVEYOR SHALL SUBMIT CERTIFICATION OFUD HIGH POINT HP SHT . 2 PRECISE GRADING PLAN (LOTS 1-4 , 78--81 "-1 " , 50-53 "-1 1 " ) X w- 0 BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH LOTS INCLUDED SHT . 3 PRECISE GRADING PLAN (LOTS 19-27 "-1 1 " ) R w FINISHED GRADE FG RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT o GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BEFINISHED SURFACE FS TYPICAL SIDE YARD DRAINAGE M BEM GIVEN. tto o SECTION A- A DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE GRADE BREAK GB 17. EROSION AND SED I NuENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE FOR REAR YARD SLOPES GREATER CORNER MEASURED PERPENDICULAR TO THE PROPERTY L INE. 0 REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMEN CONTROL STANDARD GARAGE FLOOR GF 0000.0El r7_1 THAN 5' IN VERTICAL HEIGHT 00 NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES m OPTIONAL PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. PAD ELEVATION PE 0000.0 LIBRARY 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO I OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. FINISHED FLOOR FF 0000.0 INDICATES 5 MIN. P/L 6 MIN, fi" MIN 5' MIN. 5' MIN. X . 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF WATER SERVICE W STEP DOWN 3' MIN. 1 ' 3' MIN. 1 1 ' 3' MIN. MUDSILL MIN. �, MUDSILL MIN. MIN. MUDSILL ANY CONSTRUCTION/GRADING. TO GARAGE 6 MIN. SEWER SERVICE mal FLOOR 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. DRIVEWAY .. 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 12" MIN. 12" MIN. 12" MIN. ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED SLOPE _ _ 2: 1 MAX. o DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 6" MIN. 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. �, SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LOT NUMBER 1 2 0.2' 2% MIN. 21% MAX. 21% MAX. MIN. 21% MAX. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY UNIT TYPE/ELEVATION \ZA/ SECTIONSECTION C- C B- B CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL WATER QUALITY TY REGULAT I ONS. THE CONTRACTOR OWNER DEVELOPER INVERT ELEVATION I E PLAN 1 PLAN 2A PLAN 2-BC PLAN 3 ENDANGERED SPECIES ACTS OR E Q / / PLAN 1 B IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. BACKWATER VALVES BW c� ENHANCED BLDG. ELEVATIONS 3 0 RIGHT SIDE ESRTYPICAL FOOTPRINTS CONSTRUCTION NOTES & QUANTITY ESTIMATE LEFT SIDE ESL N.T.S. a REAR EB NO. QUANTITY UNIT INDICATES EXTRA Q LOT GRADING (21 LOTS x 50 C.Y. ) 1050 CY DEPTH FOOTING x a. W V) U w UNDERGROUND SERVICE BENCH MARK SOURCE OF TOPOGRAPHY WN DEVELOPER a- p PLANNING ■ DESIGN ■ CONSTRUCTION BASIS OF BEARING NOTE 0 C' ALERT COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 US HOME ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE o 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 647 MAIN STREET, SUITE 1A 391 NORTH MAIN STREET FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET SUITE 300 CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. � CALL TOIL FREE ■ ■ ■ 2755EzROAD,suirr✓400 IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE RIVERSIDE, CA 92501 CORONA, CA. 92880 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF PARCEL � 1-800-422-4133 TEMECULA,CALIFORNIA 92591-4679 (909) 686-5103 C❑NSU LT I N G 909.676.8042 • FAX 909.676.7240 ■ www.RBF.com (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 817---3500 MAPS I N THE OFFICE OF THE COUNTY RECORDER OF R I VERS I DE i P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE FLOWN: SEPTEMBER 30, 1999 ATTN: RANDY SCHROEDER COUNTY, CALIFORNIA, BEING NORTH 16056'06" WEST. LDO;3-;324G R Z TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 SOUTH OF MONUMENT. Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK �FESSI DESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCALE Q� ��'� M. GALLAHER J. EVERS M. GALLAHER J.EVERS J. TANNER RECOMMENDED BY: DATE: 2 �� CITY OF T DEPARTMENT OF PUBLIC WORKS TA HORIZONTAL Plans Prepared Under The Supervision Of Contractor r s 1 " = 20' w No.60 132 ACCEPTED BY: DATE: �� °¢' o CROWNE H I LL O O Inspector Exp_ 6/3%4 Date: a DEPUTY D I RECTOR OF PURL I C WORKS LOTS 1-4 & 78-81 OF TR 23143-1 �' JOHN D. TANNER III RONALD J. PARKS s VERTICAL sr C J It �� - ----: LOTS 19-27 & 50-53 OF TR 23143-11 Q Date Completed 'lF � R.C.E. No. 60132 Ex i res 6-30-04 R.C.E. No. 19744 Expires 9-30-05 �frlaea= _,. a N/A of C A�1p PRECISE GRADING PLANS PHASE-4 SHEET 1 OF 3 i I ................ 0 PPI 1P TRACT BOUVDARY - r ® r PE=1302.8 � PE=1298.1 � 1 69 .64' _ 66.00 77.25 \ .46 90.93' .20 o N - 2: 1 M X w 2: 1 MAX 2: 1 MAX 1 5 a4 co - °' i 2: 1 MAX °'. rn � � ff, I 5 EVC o -H ��C, I PE=1297.3 \ TR 23143-11 LO �.� F_ cv O co 89.6 -- - --- -- G `n 86.7 ��G 89.3 `n 19.8 FL HP ..� FL HP F FG 'S - - I 00 ►� c� I 88.6 89. 1 �, z 1 84.3 86.4 z FL FL N I r- I FL HP FL � o ~- - - - ,}� cv 86.4 0 0 11� 89.8 89.8 1 94.46 TW I IbR - FL � FG FG I 95.80 TW 84.0 . ? 84.0 I - - c\� 5 00 � • � I 1 93. 19 92.45 TF 119.91 92.45 TF FL cv LO FL 87.0 87.0 TC I FG FG z z 89.3 89.3 1 81 I I 1 24.00 a I � FG I 1 � -- - !!!:=l - - 10.8 I I 79 I FG ter- 93.0 FL/GB- 88.9 ^1 0% M I N 94. I 25.4'±l 5 4 } ► I 1 1 �' I .0% 94.46 TW 11+00- 0 •' 84.6 Fl FG ., 84.6 z 3 0 o FL AC 1 � 1 92.81 c� 92.45 TF I 0 41 - FG 78 FG '~ 1 2 � 94. PV R C FF=1290.3 ? 1 +89.48 I FS `~ !�` 2 \ z 7 I� _ I - 1 c� FG 93.9 ' C Iz 2 PE-1269.8 J s 92.01 rn w N ❑ FL HP _ � - FF=1287.5 � � w 00� I FS � 53 1 A-R o I� PE=1287.0 1 m F:F:=:l289.8 0 0 ,. I 1 8.7% 9.91 C:) I PE=1289.3 T � u� 1 N 3 I o FF=1285.1 • � r co o r� I (@) . � \ r 0 PE=1284.6 m r- 1 M 7-1 GF= 20, 20 10 J w 00 1 1 1 1294. FF=1294.7 15' cno I © 10 , I , `` 7.5 ' ,� 00 89 - 34.54 LF 3' P ' PE=1294.2 PE=1279.4 0 30 m 17 84.6 Iri VF�� 0 S=0.0059 bk 1 \ 94.2 1 3 \ FG I 87.0 O1 0 °D 11.75' 00 89.8 I I 1 14167' FG 2 OX 1 60 �- GF=1284.6 FG GF=1287.0'` 0- FG tre = I M I N 10 8 10 6 o I GF=1289.8 . w U- 1 4 3 I "� CO F=1289.3 1`0 84.6 4,- bR 85.6 86.9 5 cv .99 1 93.8 . i o 2 I 00 II 84.33� 0 FL GB II ae 18 rn N - G 1 10 0 92.70 TW I /FG 2.0% 6- N FG 0� 80.90 ca N �- FS GB co 0 � - In 89. 1 � � 89.54 II co 89.8 ai � 1 89.80 91 . 1 TW FG � - - - J 93.4 TC o 86.76 T- '�? •s� Cr) FG 0o FS B 2"o� N FG °° 11,, 1 TC 89.06- rte._ _ � 92�9 FL GB- 1a M I N- - - 1 19.91 ' 89.3 TF 94.2 h� d o 1.9% FS GB n 1�ro p N as cv qt o oZ �1,� I I FG -►�� 1 .9� °' c\i v� a6 �1► _ q cn L0 V) `v r- cn N ai cn Q; cn �- �'� I - - - - - _ 90.9 I ► "� 0 w 67.55, ao w ao w 6 0' s w °° �` °° `` �F 0° i.� °° w S + 8 5 1 3� of -89.6 FL GB -1 .0% M I I�^ TW FG 99 'Q g7 •�Op0 "" •QO 1 10 10 10 10 10 90.3 9 9 89.3 TF 1c,;�Q`��' 87.53 55.60 LF 3" PVC e�1� + 89.35 o O ® O O O FL FG I 10+ 5.00 - A .5 I E �ti 2 22.28 � � � .o -� r =1s 88.48 �' 90.6 OnoBVC r 1r 0 3.47%g ,5h `nom' 88.83 .77% I I FS 11 .0_ � ,�2 15' FL/HP +�, 'N �G r \ LO � a �• ti TC TC o ,+� �� �,�G 00 23+77. 17 3 ti�1 I ( 23+77. 17 STONEF I ELD LA �°" 3 N N 3 to N ti� 12+00.00 HARW I CK LANE B 2.0% ' 2 - 8" SEWER - -- - ✓ ---rN o 0 = MIN w aD U �- - +U \r \� _ FF=1291 .4 ' 2 �" - NIM cam+ N N'w ' I r� �� PE=1290.9 1 _ a •� cN I b Q 3.47% r � �- o ,� _ 4.62X I I o� , 3119,1 r _ N � -- 8" WATER - -N # `� - `� ''� N ._ -_.- 90.7 2 1 90.9 �o 0 LO LO C-4 FG.- 15 15 FG y --- ~ - w 00 - 186. 12 8 .41 TW►- 89.4 FL GB 90.2 89.90 TW 90.9 _ -- o ak TC 85.4D - - _� 9_91�% MIN- FL- - 85.88 TF FG F.H. _ ^ 66.66' _ _ ... 65. 15'' - - - 61 .0 ' , 7. 0' _ I _ 87.3 -- '"- '� 396 _ - co 1�3 rn 89.7 TW 1 a, ... % - - - - 9 1 • - w � � w � � �% w � � s w 8 � 1 0�- o0 0 FL GB -1 .0% _�I� 'C FG map - N - - cy 85. `c' `�' FG 10' 10 '<i0 10 "*-10 a 8 fp comb 14- 85. 16 cn 87.4 In cn In cn comer 89.54 - 86.7 8 CO w Co w ao �. ao w i r r• cn 0o cn CO' o rn 9 TW 85 03 85.75 86.887.3 $5. cow cow FS GB civ FG c`tv FS GB 00 L- �- cv 84.2 F TC Qp 111+56.55 FS FG �� 22 .1 �3, 0 �1. FG L � 00 - 8.9 aye ,� 89.8 a�s 1 s 84.88 r 51 9.5 t 22+24.95 STONEF I ELD LANE _ °Q� r• R CD N 1 '�• � T DROP 11 00 N II 87. 1 n 00 0 89.3 89.93 FG 7.89 `� 1 F�3.2% FG' 0.210+00.00 GATESHEAD COURT w cv FG co m �N 0D FG 6 �� FG ,n 2.0� o r I I GF=1285.2 =1287.4 cv = r FS -GB = w �' 89.9 II a0, ®� (D � 1 0 85.2 OT- � Oo as I� 89.4 �3 00 5' FG �N � JW I 1287. FF=1287.8 15 87.0 0 6.657FG o FG _ JI n °0° J m 3 0 o <a_ I DROP PE=1287.3 FL HP cn 0 1 ( _ u* 0 `�� C 0 0.2' 87.3 M QL I Oo N I m o .202 � LL- 1 1 00 Q 1 0 1 11-0 FG 1 1 n 5 � 0 ❑5 -� ® I z -Cn (D1 J - T 2 2 6 w 1 1 /� I w ® 0 0o I ,� 0 2 o w 87.3 PE=1282.6 0 3 0 0 `° T O1 ❑ co A_R 'V) . I I M I N I 3 ❑ z 00 3 0 10 20 20 10 r FG E I aye � 00 1 _ o w 84.01 TW - - - J o 00 10 1 � FF-1290.7 1 00 85.2 I z I 30 30 82.00 TF 86. 1 FL GB 86.7 I86.80 TW FG - Z I� AC 1 I = PF-1290.2 zi 60' 1 20.00' ��� _ _ 1 .0% IN �- 82. 11 TF z FF=1285.7 �I FF-1290.1 87.3 co 4Z) OF o I PE=1285.2 �1 FF=1287.9 z 1 PE=1289.6 01 Oo W1 TC• r F G - - - - - 119.9 ' FG _ I `�' ,- 90.2 0 1 0 I o I 85 2 o PE=1287.4 1 1 r- 90.2 0 82.25 10 10 10 1 10 83.2 84. 2 o 1 FG 85.2 1 1 1 o I 89.6 89.6 FG FG T 10+94.02 FS T •O7 © �5 .4 •3 0 FL 82. 11 T L - - FG I •L - - FG FG 1 w=13:fj .5 81 .59 r-; wap O 2.090 N o 0 ' 1 FS r FG L;j � I I � � z - 89. 1 � � 0 8 .7 0 83.8 MIN Q o z .. 87.4 87.4 N FL N - _ FL cn I ��• ) n 2 83.8 N T- 84.6 FG FG - - 89. 90.0 90.2 T I 1 20' c� 1 2: 1 ac FG FL ae z - 89. 1 89.4 - I FL - FL HP - 84.2 T "' L o ,_, o i FL - In 1� 83.5 � 3:: HP -H 84.9 SST. TF CH - FL HP 0 00 r� .� � 1 coo �� FL/HP. 6' - ---� co I o o \. PE=1283.8 15 rn N � FL HP 86.8 87.2 86.8 r co = °° �► w °' � o FL FL HP N FL 89.7 TW - r? 4`,y �- U 1 U r- ft ao 86.3 TF t• °3 �' `�v' X X I T va o 1 rn o $� .� 1? I o F 6' 90.2 TW w �� w 83.8 83.8 $�• co I ��, co 9 86.85 TF _�� FG "41 -5 I G ,c. - \ FG 41 .5 t 20 0 20 40 60 1 80.23 83.2 = 1 TC \ - 82.6 FL GB o0 1 .0% MIN FL _ 83.8 2: 1 MAX CL "7 2: 1 MAX 2: 1 MAX �L w T 8 , 10 0 GRAPHIC SCALE 2: 1 MAX �p S� FG U 59.74 64.61 61 .00 57.89' I 1 1 w 104.91 ' � / 1 I 79....$5 I I TC o �� R`OYAL 1�� CREST ��� �•� 1 Ir- UNDERGROUND SERVICE �ry ^� --- _.. 180.84 0 ALERT PLANNING ■ DESIGN ■ CONSTRUCTION A\511) �,�c, �� �G 058 ��G 1 1 1 25+78.63 ROYAL CREST PLACE= TC J I I 10+00.00 HARWICK PLACE CALL TOLL FREE 27555 VNEZ ROAD,SUITE 400 -- - -- - - - - - _ - -- - -- --- -- -- 1 -800-422-4133 ■ ■ ■ TEMECULA,CALIFORNIA 92591-4679 CONSULTING 909.676.8042 FAX 909.676.7240 www.Rl3F.com TWO WORKING DAYS BEFORE YOU DIG _..._._ _� �- ___-_ _. __ =_T =_ I LD0 3-324G R CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE Q�0 S S 1 pN DESIGNED BY DRAWN BY CHECKED BY Z/�4 Drawing No. M. GALLAHER/J. EVERS M. GALLAHER J.EVERS J. TANNER RECOMMENDED BY: DATE. l �� CITY OF TDEPARTMENT OF PUBLIC WORKS n ��a 0• TANS el / o Contractor HORIZONTAL 0`; rr Plans Prepared Under The Supervision Of o ACCEPTED BY: DATE: 'n 1 = 20 No.60132 a DEPUTY DIRECTOR OF PUBLIC WORKS CROWNE HILL Inspector � �, a�3o�a � Date: � RONALD J. PARKS TRACT 23143.1 LOTS 1-4 & 78-81 Q JOHN D. TANNER III -- w Date Completed VERTICAL sr' C1 r 1� ���! - r_ = TRACT 23143-11 LOTS 50-53 0 lF pF A`�E� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 S.. N A Cf�J==:= s��- � / PRECISE GRADING PLANS PHASE-4 SHEET 2 of 3 � / 2.0% - - O o 0 � 58.34' 91 .24' cv 61 .00' 60.00' 3$.Z / ^7 FG r.? 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FG N C") 17.08' 1 36.8 LO N 38.6 N LO co FL _ N p ,n FG 37.4 � 37. 176.8 - ♦ F� - FL HP FL 0 ♦ 38-6 6 38.3 ` ��. _ 37.8 37.9 F FL HP o -�� FL � FL HP � � 29 �o o `.1' °° oK .ti o ♦•S6 � ,51 IN 85.06' 65.00' 01.0CZ„ In 1335 = n 1330 w PE=1320.3 1325 0 Z 0 UNDERGROUND SERVICE 1320 ALERT PLANNING ■ DESIGN ■ CONSTRUCTION PE=1320. 20 0 20 40 60 CALL TOLL FREE 27555 YNEZ ROAD,suns~400 F i 1-800-422-4133 � ' � -M"�A.CAL'F°RN'A 925g"4679 CONSULTING 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com GRAPHIC SCALE PE=1320.3 PE=1319.0 PE=1319.0 o LD03-324GR TWO WORKING DAYS BEFORE YOU DIG 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK gi -SSI DESIGNED BY DRAWN BY CHECKED BY , / Drawing Na. Q SCALE Qa ON,� RECOMMENDED BY: DATE. �'Y�O�4� CITY OF T DEPARTMENT OF PUBLIC WORKS � M. GALLAHER/J. EVERS M. GALLAHER/J.EVERS J. TANNER TAIVi ' HORIZONTAL ,�`�� �� Plans Prepared Under The Supervision Of Contractor _ - - ACCEPTED BY: DATE. o o¢ r o CROWNE HILL Inspector c t o r 1 20 Qc � a6/0�/� ,d - Date: � DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT 23143-11 � p JOHN D. TANNER III RONALD J. PARKS n - Q VERTICAL `ft' Cl y It ���! _ �f -: LOTS 19 27 Date Completed lF 1�� R.C.E. No. 60132 Expires 6--30 04 R.C.E. No. 19744 Expires res 9-30-05 rf 19ea- N/A OF C A� p °�• PRECISE GRADING PLANS PHASE-4 SHEET 3 of 3