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HomeMy WebLinkAboutTract Map 29928-3 Lot 17-22.24-27 Precise Grading 'Fract No GRADING NOTES ••- 1 - ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING ■ �� 99 8 3 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise WA Gr S LES SHALL BE A MINIMUM OF D.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. I UM � � 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS 3 LOTS 17 TO AND 2 02 4. PROVIDE 5' WIDE BY ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT In City of Temecul a St ;atea li orni � SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY �� PLACED,ANNDEWHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 . LEGEND 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA TOP OF CURB 0000.00 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH TC GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF GRATE TG 11,11111111110000000000000 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, .� GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE -�' 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG HIGH POINT HP Y � TOP OF CUT SLOPES. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG ONE FOOT. $ 2 ' EST 1 ZO F I N I SHED SURFACE FS 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF D A g'C� THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES GARAGE FLOOR GF 0000.0 DATED AUGUST 15, 2001 . 0* TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 !�Q VICINITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM_ .1� G�1�►p' MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM FINISHED FLOOR FF 0000.0 3 ��� rr%'' NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ? n HIGH POINT WATER SERVICE W 8 1� i , �'L� - 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG 1�j tp / /,�I ; ��r PAD ELEV. O. MIN N. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE r� 2 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE o / 2 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR RO'► EACH LOT. z �e z 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL - I Fr- SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SLOPE �J 3 04 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE - - -- -- V. 1 a I I FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER 1 1 Z I VARIES (� B AR S*� B C I SC I CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. VARIES �) I 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS UNIT TYPE/ELEVATION 1 ra I I BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS LEXINGTON I PAD PADMATERIAL. \_AROA Z FF FF z INVERT ELEVATION IE 3 I ? K I 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN I I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. BACKWATER VALVES z Z I I PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT 0 U0.1 OF FILL MATERIAL. z 1 co 0 3'% 30 I z z I ENHANCED ELEVATION TYPE- EH z a I +� oo? �e 7V" 1 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF lox X ~ ' rM PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL AMOUNT OF EXTRA DEPTH W o SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO FOOTING REQUIRED O ADJACENT PROPERTIES. 3 R W 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED EXTRA DEPTH FOOTING 1 7771 TYPICAL SIDE YARD DRAINAGE BY THE DIRECTOR OF PUBLIC WORKS. =� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 100 0 100 200 300 TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- A R TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL VARIES *** VARIES *** 6" MIN. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 6" MIN. GRAPHIC SCALE 3' MIN. 1 ' 1 ' 3' MIN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 6" MIN. MUDSILL MIN. MIN. MUDSILL PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES CONSTRUCTION NOTES & QUANTITY ESTIMATE MUDSILL - - OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE ,;j;; LOTS INCLUDED FG FG -L IN GARAGE AREAS ���� _ PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBSNO. ITEM QUANTITY UNIT GARAGE FLOOR SILL IS 6" MIN EXTRA DEPTH ABOVE GARAGE FOOTING SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, T 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT Q LOT GRADING (10 LOTS x 50 C.Y. ) 500 CY - T FLOOR SLAB =PAD ELEV-FG IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 2 INSTALL 4" P.V.C. SCHED. 40 PER PLAN 179 LF 12" MIN. 10.R. WHERE NECESSARY " E �3 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 10 EA GARAGE DET AIL 2X IN MIN. 2. 1 MAX 6" TYP. 2% MIN. o 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 50 21% MAX. MIN. 21% MAX. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. Q4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 303 10 EANo to 0 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 1 �• SECTION B-B 11-1 0 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. e 3 CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS e THAN 5 LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS w 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE `v n CO � A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) M THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- P/L RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON VARIES *** REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 12" MIN. ABOVE PAD ELEV. o TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 39 MIN. 1 ° MUDSILL MIN. " o ROUND OFF TOP 6 MIN. c� P/L FG Ln 5 EXTRA DEPTH FOOTING TYPICAL FOOTPRINT 90 QED =PAD ELEV-FG = WHERE NECESSARY 2: 1 MAX. � SCALE: 1" = 40' .o FL P 12" MIN. 6" MIN. co N �'• SECTION A-A 21 MIN. N UNDERGROUND SERVICE SOURC OF TOPOGRAPHY OWNER DEVELOPER FOR REAR YARD SLOPES GREATER 21% MAX. SECTION C-C V) BASIS OF BEA RING NOTE ALERT PLANNING ■ Dl�IDN ■ CONSTRUCTION THAN 5' IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES U0 j PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES 647 MAIN STREET, SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS le- 0 CALL TOLL FSE ■ ■ ■ zYHQ��'SUrrE 40o RIVERSIDE, CA. 92501 391 NORTH MAIN STREET, SUITE 301 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS z 1-800-422-4133 �A,CAUFoFA 92991--4679 CORONA, CA 92880--2006 C D N S U LT 1 N[3 90®.676.6042 ■ FAX 909.678.7240 - www RBF.com (909) 686-5103 ON A MAP OF TRACT NO. 29286, MB 298/86-89. A M I N I MUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) Q DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600 i TWO WORKING DAYS BEFORE YOU DIG L 03-11SGR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D SARK SCALE *5 F 11'S S W� DES I GRED BY DRAWN BY CHECKED BY Drawing N "T e3 MTS IAMvb 6M%K0t=kT S`Y4W-M HW"VSIT--S. p � M. BOECK R. SCHAUBERT M. H I CKS RECOMMENDED BY: DATE. CITY OE TEMECULA DEPARTMENT OF PUBLIC WORKS Q 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN ��' � C' P I a s Pre ared der The Supervision f N Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL 4� �� yr tea, 0 COUNTY BENCH MARK T-46-81 RESET 1997" h '�' ro „ t ACCEPTED BY: DATE: 'A 03 0 EASTERLY OF THE CENTERLINE OF SR-79 AT 1 = 100 w No.43494 ,,, /��J03 PRECISE GRADING PLAN Date. ` DEPUTY D I RECTOR OF PUBLIC WORKS TRACT 29925- Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE � Exp. %�OVER SANTA GERTRUDES CREEK; 4.5 MATTHEW C. HICKS RONALD J. PARKS Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL Jf I Date Completed coNCRETE SIDEWALK. �jF ` 0��~ R.C.E. fi3494 9-30-069-30-05 _ - _ PHASE 3 o ELEVATION = 1097.163' N/A OF C A�.1E No. Expires R.C.E. No. 19744 Expires 9 30 05 �� a LOTS 17 TO 22 AND 24 TO 27 SHEET 1 OF 2 28 PE=1117.9 I IO I F9.8 70.13' 20.5 fi3.26' 20.2 DUAL TS TS 1 �' I110I 19.3 HOA I 13 6 �" FL g EASEMENT i 7, I PE=1118.2 19.0 �' ` ' I 1 g 19.5 oVE 19.8 �' FG 19.5 - - - r 0.56 61•45 e� Fly - r•� 18.9 18.5 � ^' 18.8 INSTALL POLYETHYLENE 20.1 - FG •.� o o � - - FL o z I PLASTIC JOINT MATERIAL Z 14 FL I I „ FG - 1 1/2" MIN. COVER QUICK JOINT OR EQUAL �0. 19 g - z�-C, 8.98 c•l F�•5 192 19.2 �,teag.8 2 R I FG 3 R FG I o •s� r • .. ..•,i S;a,..,, : .. -•• r 20.1 N 00 19.5 FG - \A/B -' N �.; . • : } 'c�-; k�a.a w ;, •. -- N FG «_,� \ 19.8 1g 4 7h e. _ I I {r x•.•f ,,. .,r:-S r.r,, ;_ • 19,g o x \ FG FL �i 19.5 �Q FF 1119.9 Ul ((nl L » '':�, •`�'f` "''t 0 1 FF 1120.2 o o K I 19.2 I FG PE 111 I z PE 1119.2 0 9.5 1 z F� I I ( =1119.7 I c o - z Z- I 9" 6" N 2 R � © N• s.s' 2.0% 0 EN ©.0 �� ® 1 B o o , aoa FF = 1120.8 o FF = 1120.5 �t 19.501 018.9 19.0 15' I 1 001 PE 1119.8 ,t 19.19 FG 8/-FG FG 0 20• PE - 1120.1 1 0 �. FS-GB v I Z o FG 0.3 1 19.7 o z 5' GF=1119.4 10 18 1 , 23 GF-112 o a� - FG .0 I � 4 I 18.1 � I 1 I 14 X1120.4 5 .2.0% 0?- ,t 0¢1120 6.16 4 Ia� O k-M 3.0� a� 18.8 8 I 28 I PE=1118.5 cr1 MYN " -W 19.1 19.1 �- x - FG 41 4" WYE AS REQUIRED I RED ` 20.1 j z r 18.7 _ FG - 19.31 0 13 R/W 20.1 FG o 1 ��i n 7rT INSTALL 19•fig FG O 9.6 No�� 3 0% o� 5.4 18.99 19.3 19.0 0 k8� pFL OF PIPE 1/2" SIDEWALK REMOVABLE F5 1 0 19.9 °' 18.3 FS-GB FG FG `� • coABOVE GUTTER 6" FG ._ 18.99 .5 � n h�' _ 1 '� FS-GB FLS 8• 17.57 TG / ' I o , � �',, FS-GB tr 17.77 �y• FLOWL I NE PLUG _ 1g•� 68 18.20 FLS"7 FS 'O 6% � INVERT ELEV. A 4" PVC 20.1 FG 5 5 18.7 Q' �' FS ' 18.05 0 17.69 17.0 ��, •,�) 3 I c 3 I 4 FG 18.13 PER PLAN J 2% f 19.7 18.9 N Fl.-� w F - r.. •;;.;:;y �. FG v, 19 59 io TG f .99 2. 62 lu 50-25' 1.0 2 I i " T 18.42 r S 2.0 1 AV/AR FS at! IFS 18.44 L 9.52 w 2 w I i .�. 18.62 .9 W I -18.55 � _ �, s ,� �� � 10 �ti � � ��, i � .2 I CONSTRUCTION NOTES -6 C3 qk FS A 6g �` _ N 6 F„r I INSTALL 4 P.V.C. SCHED. 40 2 cr ►� i.� 50% as L17.31 TC INV ELEV PER PLAN 7Q -•1- i� tO 0= 1 1 `�i 16.85 I E INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQU I VALENT CURB k GUTTER 0 I CONSTRUCT PRIVATE DRAIN THROUGH CURB PER 3"x4" REDUCER 4"x4"x4" TEE 510 v EHA N R A I o ►- MPT O SEWER, CITY OF TEMECULA STD. DETAIL 303. SR D " 3" MIN PVC (SCHEDULE 40) +e' N �� 2 n SEWER roti °r° �6 N 6" FH � - � --''c' - W w � � PE=1118.8 ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION �r � �-- LOT NO. ELEVATION ELEVATION VALVE CATEGORY v18'�5 E� •° z 1 17 X RIGHT NOT REQUIRED LOW MEDIUM W r� 1 1 N A or 8 / LEFT NOT REQUIRED LOW MEDIUM 2 w 8.24 5 0 _ 43.62 _ _ = r • ST. LIGHTS 13 ,o��' , _ r - - - C.� c 19 N/A RIGHT NOT REQUIRED LOW MEDIUM LA.- '� c,+ LO 18.2 N I i 1 .25 ,� N ,_ S 0 - T r ` 20 X N/A NOT REQUIRED LOW MEDIUM '� 60 - Va . EC \ 21 X N/A NOT REQUIRED LOW MEDIUM 02 �'w ar 18.3 °f 18.16 rn 18 8 y -1.0%�iI I N 19.2 4J W r _ o� 15• 19.8 � FG6 ? o � 22 X N/A NOT REQUIRED LOW MEDIUM R�IfA 2$69 8 g1 JG 18.6 - Fs-GB ^' I / 19 2 Q �o \ 24 N/A N/A NOT REQUIRED LOW MEDIUM 031 8.71 S 1 FL .8 N / \ Tie l F 3 1$ - 5' 19.4 FG FG w 25 N/A N/A NOT REQUIRED LOW MEDIUM C .86 .4 FG I R , 26 N/A N/A NOT REQUIRED LOW MEDIUM 4 'M 18.63 N 5 ( \ 11.0 LF 1 F � Fs �. I GF=1120.o B ® �,,� S c► 16 27 X RIGHT NOT REQUIRED LOW MEDIUM 2 • 1C.U.4 8.95 r h, 19.3 0 I 19.0 �,� ��+ \ PE=1119.2 » 71 S �, FG � - �, = V. .� + \ 4 SLAB PER FOUNDATION PLANS 19.09 T 60r- - 20.1 1A ao k4f FF 1119.9 3 18.59 _ - f 18.78 J FG - 2.0% PE = 1119.2 H GF= o K 20.4 19.1 FS-GB�-- 0 n I I v I MIN 1119.4 7. I \ 19.2 F�� co 3.OX �,, �S• / FS I . I I �' 28 T \ 20.4 I 10 19.3 c \ 5' 20 0 FG 4 ^' 19.1 5 GF=1120.3 19.2 0 as 5 FS-B 1,1G �' A .4 FG fL-GB 19.9 �-G8 I 19.7 0 5 FG I e4I 17.78 �c0 N r \ 10.1 LF 2 0.6 © _ FG 19.1 r IFS 54 I f 4 PVC • 2.0% GF=112 20.0 0 n n p 1 19.9 0 FG o 5 n o 19.2 FG 01 1.0% 11.5% `�o W�14.3 0 1 c• 18.0 TG 3 70.0 LF 2 18.4 TG FG Q I 1 10' �. wy 17.50 4 PVC • 0.5� 3 1 R �I 32.36 FG - 18.1 1 3� I J IE/GB 17.9 IE ' f` � 115.49 0 . ® o 18.6 1.Ox MIN - - `D �� 22.64 T7.62 �r �� + fix 1 .0>� MIN �n 1.Ox MIN -3 '4 t FG.4 Q I 10 98.00 - _ 16. 16 FH 8 20- .718.6 0 1.0% A I N � 1.5>�1 '61 �, _ 19.0 19.4 10 1 1 _ t ® X_ FF 1120.5 18 15 rC �r >>6 - FG 0 ® 0 FL I I v r z Z PE 1119.8 z 10 0 10 10 10 18.1 \ 4' I ?, 17• PC �p 4, 19.3 10• � 19.4 .4 5 I r£ S FG 0 20.3 0 -z FF 1120.8 O O O 0 �� `b �D 19.4 FG 20.1 _ 20.1 119.8 FG 18.9 g8 j �j- �' i� 1 �' .1 I PE - 1120.1 15• qy FG FG 19.$ I 2 R FG %K ,��►, v 0 1 I FG Jr 1 R © FG ® 19.4 S �"�, . / �N \ 9 o © ays 19.6 !� 0 19.6r. N c°'a+l I C FG •`�•�, i r �' _ - PE=1120.3 rL z - •-» • 0 19.2 �'. ^ » 19.4 FF - 1120.1 19.3 o z I z �� 10 FF - 1120.1 ^, 1 AV AR 17.9 FG PE 1119.4 \°� z FF = 1121.1 •1 - - - 0% PE = 1119.4 ,�, • 19.4 0% I �,► PE = 1120.4 O 19.9 19.6 w N z aoe FG 17.94 1 5 // FS 6 9X 2.N I fL-Fp MIN � � MI � / FS .� s 17.98 - r.� I g4 18.01 1 FS I °D rn - 19. 18.89 'L� FS CIV F 2.Ox 20.4 n �. �; FS-GB FS-GB 2 5� LF o I I 20.4 • _ 9.9fi r I - .5 \ 19.4 19.4 - E FG 5.0% 1.Ox _ �,� 19.4 FG C - 5' 19.4 ; _ FS-GB I.Sz 2 0 1 5 °� 0� FS FG FG 1, o . FG 4 3 18.2 TG 18 TG - 19.2 M� N 20.2 �`' 0 19.8 19.4 F�' 19.4 17.7 IF,� 3 17.7 IE 2 d'� - 18.5 MIN o? o C--Ha N LO \� z - k FG FG IQ$ � ^r, � MOWSTR I P - - � - - - 1.0% - r� 0 140.92' r� 20.2 - N 19.3 $ 18.5 _ 18.5 25.68' o f 64.67' a 0 _ FLS ^� 79.61 SLOPE VARIES 21.3 0 20.4 60.00' fi0•� 100.28 Z0.4 2: 1 SLOPE VARIES TS QD 60.00' 20.8 20.4 / TS TS 21.1 TS TS 21.4 TS TS 2 1 SLOPE VARIES _ -- w 0" SD-- o •- c, m N DATE STREET N 20 0 20 40 60En W GRAPHIC SCALE 00 N Ch N UNDERGROUND SERVICE W U ALERT IN DESIGN ■ CONSTRUCTION w n- CAL.L TOLL �E ■ ■ ■ 275 5 YN U ROAD,SUM 400 1-800-422-4133 A•CALIFOMA 92M-4M Z CONSULTING 909.676.8042 • FAx 909.676.7240 • wwwFBF.com o c� TWO WORKING DAYS BEFORE YOU DIG LD03-118 G R Z J CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE at F E S S f 0� DES I GIBED BY DRAWN BY CHECKED BY o 7 03 �"►� 1 AOMD LYMSOL Tb �� 'N 0. '�� M. BOECK R. SCHAUBERT M. HICKS RECOMMENDED BY: DATE: QF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. 0 U Contractor �'°1''��1�• HORIZONTAL �� �� y � � �. 'r(� � Pns Pr par Under The Supervision Of � SEE SHEET 1 1» = 20' No.•0494 ACCEPTED BY: DATE: 2 �,3 PRECISE GRADIN o G PLAN2 Inspector � 0 DEPUTY DIRECTOR OF PUBLIC WORKS � 4 Exp, ,n/3%a Date: RONALD J. PARKS TRACT 29928-3 VERTICAL sf, "1�1` MATTHEW C. HICKS 8 Q Date Completed 'e �� PHASE 3 Q F OF C A`lE� R.C.E. No. 63494 Expires 9-30-06 R.C.E. No. 19744 Expires 9-30-05frri = a N/A *noLOTS 17 TO 22 AND 24 TO 27 SHEET 2 OF 2