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HomeMy WebLinkAboutLot 14-37 - Precise Grading GRADING NOTES Tract No . 94183 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDINGR CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. Ap 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE r In r�a ase Rq ��SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM recise `� F' OF 2 FROM THE TOP OF CUT OR FILL SLOPES. ..... 37 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . ots 1 .� VIA RAMI ��� 4 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ' ' ,n PAUBA •d FILL SLOPES OVER 5 HIGH. In V_ a C � ecu a a e a i orni ,� C1 m 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT � Z�� SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SP ROAD PLACED�AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS a OVER 1 DEEP. (n w 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND �- o ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 4044.40 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TC PI0 PICO GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. \ / FLOW LINE � RD' r ; f 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG HIGH POINT HP Pop TOP OF CUT SLOPES. AMPANULA 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG 32 HWY. 79 WAY ONE FOOT. 31 \ FINISHED SURFACE FS PM , 33 �` TO SAN D I EGO PROJECT SITE 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 31 THE PRELIMINARY SOILS INVESTIGATION BY: CONVERSE CONSULTANTS DATED GARAGE FLOOR GF 0000.0 94 /79 30 34 ra `_ 7 )%CT � 3s �f 3a OCTOBER 14- 1999, , 29 -oRT 24-184 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 VIC INITY MAP � - o ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-- xa 37 79 Rp,� MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 �� _ NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 27 3e s• / TER SERVICE W 39 WA 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 26 sx DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE ---�- SQ 35 40 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR ' e3 60 4, 42It*GE EACH LOT. DRIVEWAY 24 so 43 77 F_Ac�►�NT . 4 54 _ 44 / 85 6411 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL -"" i Sa _ / 45 SLOPES EQUAL TO OR GREATER THAN 5, IN VERTICAL HEIGHT SHALL SLOPE , 23 75 57 45 1 69 a° 67 66 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE -' --'--' - 65 56 47 74 73 172 71 70 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER2 22 i asp 1 63 HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 2 A aPAD 7s 53 � 76 ELEV. -0.2 MIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS UNIT TYPE/ELEVATION s2 a 21 67 51 50 _ - , 25 A BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS INVERT ELEVATION IE7 MATERIAL, o �� _ T Ba 73 4a A 0� 2 83 s7 � 5960 � �, ae z � z 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN BACKWATER VALVES TRACT NO BW g so �� �2 s4 23 , 241$3-� MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. , 59 72 PARK SITE 2� PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF 77 I toIm. 10 TV FILL MATERIAL. 491 7s I (DQPT 1 2 70 71 ai 4a 47 `■"' I 5 B 5 5 B 5 C 46 � � � p MIN MIN MI 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 44 43 MIN 2 Iru) VTA_ �' PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 3 - - � -- - ----- - 42 41 40 3938 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 4 � PAD PAD ADJACENT PROPERTIES. ~ - ��- 4D �$ _ FF FF z 4 Q 10 1, ,2 ,3 ,4 ,5 z ,7 ,a ,� _ - _ _ 17 �J-`l l�'�C' r I I 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED I s s 7 a za 2 3 ,i�f r, 1 M 16 2 2 16' I BY THE DIRECTOR OF PUBLIC WORKS. i 4 e m MIN. MIN. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE _ 11 13 7 .� TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE \ ao CAMPANULA WAY s, _ 10 ,2 14 I z z MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO _ � ,. I o oN o PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. _ `� •"�� �0x Mix r °�Mix 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) Tjq A C T ! o SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT R W AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 24 J8 2 o 0 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING TYPICAL SIDE YARD DRAINAGE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. o TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. m 0 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES R : OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE SCALE: 1 " = 150 PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 6" MIN. 5 MIN. 5 MIN. 6" MIN. x SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, LOTS INCLUDED 3' MIN. 1 1 ' 3' MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT MUDSILL MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 40 40' '4 :- LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 40' 40 12" MIN. 12" MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIORr 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Plan 1 n o Plan 21 Plan 3 co Plan J 12" MIN. ABOVE PAD ELEV. 21% MAX. MIN. 21% MAX. 0 rn 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE - Ln 1`0r _ 'r' ROUND OFF TOP SECTION B- B THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- � I P/L RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 5' REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED r E TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. a 1111111 e0000"_ 5' MIN. P/L M TYPICAL FOOTPRINT 3' MIN. 1 ' N.T.S. SECTION A- A MUDSILL MIN. 6" MIN N Ln. FOR REAR YARD SLOPES GREATERb .d. THAN 5' IN VERTICAL HEIGHT ;�. o 12" MIN. 2: 1 MAX. UNDERGROUND SERVICE BENCH MARK SOURCL OF TOPOGRAPHY OWNER DEVELOPER ALERT MANNING ■ 09818" ■ CONSTRUCTION COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 BASIS OF BEARING NOTE 2% MIN. 6" MIN. 2 1/2" BRASS DISC IN CONC. CYLINDER 2.4 MILES SOUTHEAST ON HWY. 79 ROBERT BEIN, WILLIAM FROST k ASSOCIATES BUIE COMMUNITIES THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX. FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 27555 INEZ ROAD, SUITE 400 11260 EL CAMINO REAL CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. r�CALL Tal FREE ■ ■ ■ a IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY, 79, 3.2' EAST OF GT POLE TEMECULA, CA 92591 SUITE 200 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF PARCEL SEC 1 IO N C- C 1-8W-422-4133 CONSULTING 110 ANAM - FAX 7EMECLLGM7M - www.r■Fc m (GT 2453) 300' EAST OF PRODUCE STAN MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 SAN DIEGO, CA. 92130-2647 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS PATE : 3-24-99 FIELD SURVEY DATA (858) 794-2400 EXT. 255 COUNTY, CALIFORNIA, BEING NORTH 16056'06" WEST. z TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. ATTN: RICK SCOTT LDOI 0 -0 T3 G R • CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE SS10'A,,1 DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE: ! a CITY OF T DEPARTMENT OF PUBLIC WORKS Drawing No. ��p A. J I MEN Z A. J I MENEZ M. TYLMAN Contractor ` P P o HORIZONTAL ``� c� �� P I ns rep Under The Supervision v i s i on Of rn ~-- i ACCEPTED BY. DATE. /� O o 1" = 20' x.43090 QUINTANA o Inspector °` ExP, 3/31/04 Date: Z o DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 24183 �c >� RONALD J. PARKS r'.A..� -- =-`r' _ I CHA L A. MAN ����'+ '�� A a VERTICAL sl C/Y�� ��� .. LOTS 14-37 Q Date Completed 'jF \\�� R.C.E. No. 90 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 . o� c�� 1 PRECISE GRADING PLANS PHASE V SHEET 1 of N/A EC I E 3 hh 1 2.• � res r1� , •�► 24183 2 .s TRAM T PHA$E y1 1r5 44.51 411111111111 3.68' 53.09' 5.38' / 1110 * 01 � , � h w • / _ 11� h 2. 1 w � SLOPE to * o 1097 o .ter 2: 1 FG ' 1100 VG ' o 7.5 n - ,� 097,0 ! 10" s "� �G ��� 1 �C' i A F0 1 w A%'r 1 14 o. / 0_' N 1097.7 7' ! O y Mt I "* I 1 1105.0 '� 1 f FG 37 10,97.7 S h JA FG z 1100.0 F 1097 1098.7 N 1 FL-Fp I 1x 11'JG� N 110 ,g 1 6• 1108• FL �* +e F=1 FL 3 ? FG 1 ,1 fx I �- MIN"` �- MIN• o F� 11 FG ,�� •� / Ogg•2 1098 i0g 1. MIN. ;!`' 0 1 / z�yoi 7 6 Z\ 2 4 8.7 K ` 110 32 l F 097 7 =1097.7 ! FL FG F 1099.5 . � o ( z ami 11' / 1104.5 1105.2 40 \ ,� 36 10.98 0 I FL 9 I 9• 1102.2 f �- -G 7 \ 5 1096• - 1 FL 12' 1102.2 33 !1 �11� \ ! FL r -! ^ ! 4C 1100-2/ FG 1G01.S 13.7 105.2 3C \ FF _1108•Z \ I 1100.2 � 1 . , / I �.- ! FF;1099 2/ FG 3D 1099.8 1101.6 FL itl FG 7 F X7.7 ! `n / -109 2 1 FL z ° FL 34 - FF�11()!5. l 1 1097.7 _ 8'7 k� 1 '» FF=1100.7 ( "' I 4A r zl pE-1j()5.2 PE=11 .2 •-1 FF=1102.7 l w 1 711•`s� k FL09s,8 I ' n . ` 1 I ------ 1 Iz PEs1102.2 I 5 v 1�yFG05'2 5' 7 . G8 I 0G7 2 N :110 0� •3 N I J r 11 11 5 �� 1 1099.2 �.__.J , I 1104.2 N n o1 - 1097 l 1 I -C-13 105.2 FG A l 1 -1 7 FL B 1 FL-GB 1 1102.2 FL 1 �,►�n c� .I S'N h/ FG 1100.2 1100.2 I c,o o N FG a 1104 3 v, / S f 40 rn k 11101.2 , � •/ 9' 62• ,7 ��� / 1099.3 FL- FL-Rb I 1101.3 cin o 1N 0 w w S N W 1 a� K FL-GB r J \�,� t., a0 in 4.00, s w qt ` 3 N % g l ,72.00 N .- 1. .►' `` 1 •� car W S '� R/W w S 68OD % .00' w S 68 00 � `� N Q� 2S ;00 V6 159% 3 . rj . N � r O �V cow. 8~ -' n " $' � -�' 'M `� 3.7576 28rM �. 26 It 04F Q �i k � � S a "' � 'VIA DESTELLO ' W S 53 53• o # w. o 1096 N S �. 0 � R • • � •. •• f r AV/AR 6"F.H. - S 51.991 `n N FL 10• 4 - q} `h �+ iN '" - ',► 1 �► O96 '" 44. 14 (.T'XP;) a LPA 0 110$' �[� n+ .. ` nt •r W S 52.7 cn N h 71 N r 3R Q) °^'P 1098• \ 43.85 0 w s ,� �,, •�, io 1145. 1107' F ba vii 1 FL O N � O c i cn o c,+ N\�► 5 0 1- � S• ca -�S / � tT cn ,r N / •5 F1. Orr � rn *` ,^ FL-� •8 "'I of 1097 7 •� •� c,4+ ,,� e0. S o •� �� 1105 3 8 0,1 2 0 M a� _ \ � 5. FL_� \'� � �C �O• �% °$ � � o "�`� �� •1 F1" 110106.2 ( � 'v► � o rV ✓ _ ``� / FG9 9`� GF_109 .5 ST. L I GHT 1101.1 1 FL-� 9• 5 F \ FG 'r` �"r W / l 14 1 1497.7 5 (TYP.) �C 1101.1 FL 9, GF=1104• \ F Z '0.-5 k V 44 2 I FG 1 �� � � 7 I FL~� _ 102.2 � �! 1 10 L Q J F l �2 I 1097,4 f -1 $ ` 1097 4 � 15 1 J .-4 FL-Ge I r 11. 1 G 1.9 11D2.1 1103. 0 1 \ - �'"' 6 -1096 / C- 1 +e / 1 17.4 35 I F FG FLS N 10 LF 8- �, �1 5 Z x1108 1 •9 / L n 1 098.5 I � lz 1 FF $•1 S •9 FF=1 098.2 - .- r' _j FG I 1 I 1 p LF 2 1 OF = w FG 1 1 �,� .11 110 1 0• � cr ` 11 06.8 1 1105.6 \ PE 110 •2 PC* 097. I ^ 1 16 1 I 0.1 I �r 1 .6 1086 FL r '7 1 1 zl 3 DF 1 r- z o • FG L � i 1 11 1 106 3 1 2 FL 97;z F•9 109 I of�; 1 I I I 0.3 -- w 18 1 x 1 FG 1108• 10 �; G 7 7 F k 1 1 \apt 1 8 FG h F= 3 a \ 1 -1 1 � 1 o F '� 1Z O9 FG 1491 `10� •0 ' I 1 17 z 04 7 5 11�FG i 11 0 \ 11�• 1107 lyp MrN• `r 7. 8.5 a�I 7- 7.7 1 A-R 11 Vol 8 2 " I 109 0 ,1104.2 9 't ""' 0 10.97 1098. 7'8 PE 1103.6 1105•L '_\1 f X \• �'' 1'�- 1 c ` N .3 5FL FF=1102. F aa SIN yiLN. FG ~ �- FL FG 1 X8.5 I I PE=1102.2 ' 1103.8 1101.2 1011.1 v! 1107 N � 109 F J Q FL FG � 1 � � 1 � � � � .• o 1097,5 8.2 G r 1 I I 1104.2 g 4 0✓ FL 1 --�- M01•CL FL 62.23, FL-hP " FL - 1 1101.7 FG \ .� CN;1 0 FL 1102.2 1102.2 �' / ,�•. 2:1 01' 1� FL-hp MIN• "� I ( FG FG z � 1'� 62 v MIN• 1 -• �' 00 L 57.67' of OT 79 b. I I 1101.7 Z^' o * I FL-4 �.'`�•�� r s 20 0 20 40 s0 �_ '�� I - I FL o .90.19 0 / _- _ 1��• MIN. N 1 r 4--_ - 57 1g ( MIN• 1102.0 I oe`•4v _ - ! Mid ' b' f !& "\ 1+ GRAPHIC SCALE -_. ' - '' �10� - �' - 61 7' o 60.71' oT 78 UNDERGROUND SERVICE A4fPA -- _ ---- 1•LANNIN■ ■ 011SIMN ■ CONGTRUe"ON ALERT CALL TOLL. FREE VW"M r"D W"400 � 1-800-422-41333 ■ ■ ■ A CUF"M 0901 "''� ---- -____� _ � _.. _ _._. _ _.._._ .._ __......___..___.W _ CONSULTING • FAX 9M WM.7= • wwJWbwn . . �..,, BACKWATER VALVES = LOTS 14, 15, 17, 18, 19, 33, k 34 TWO WORKING DAYS BEFORE YOU DIG - L DQ 1-0 73 G R CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE o'VESS10*' DESIGNED BY DRAWN BY CHECKED BY / Drawing No. I p A. A. J I MENEZ A. J I MENEZ M. TYLMAN RECOMMENDED BY: DATE: ,ICITY OF T DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL �4 `v�� C��' �a� Plans Prepared Under The Supervision Of ,. ACCEPTED BY: �^ -- DATE: 0/ o 1 = 20 No.43090 ,, QUINTANA 2 o InspectorXp- ����� Date• © DEPUTY DIRECTOR of PUBLIC WORKS TRACT 24183 RONALD J. PARKS `� -';�'r` VERTICAL > I V t\, ��� I CHAEL A. MAN LOTS 4-20 & 32-37 ' 9 r ,.,•..'.,'x q Date Completed tF p `1F�� R.C.E. No. 4 090 Ex fres 3-31-04 R.C.E. No. 19744 Expires 9-30-01 NSA CA P .,� PRECISE GRADING PLANS PHASE V sHEET 2 of 3 •99 _ _ a \ r ?• , SE PHAVI - r 18 S • S4 TRACT 24 40. 40.35 .�\ \ °j• 1123 16.55' t•� \ � �+ \ R7 \ r \ Q r 1 , 1114.8 \ a 'o, FL112.4 ;_ / FL`1#' / \ �'�. ► FG3 '' \ \ r ` 1% 1Z AS 9 o MrN. .. l 1p•8' N� o I \ `fir ' 1�3� \ \ 5p �♦ �, o / •_ 1114.8 � \ •� 1 FG � \ \ 1112.6 ry�2 / FL I '� ��•� \ 9 \ FG 1115.0 PLA 13' \ \ \ FG 1 T Ts•0 FL-+�' r 2 1112.0 1112 6 ip' ' 1 FG 1% \ 28 q F 114.4 _ . - 1� l 11 G FL MIN. N �.� �� \ o \ 31 12.2 / J o 0t 1118.7 'y \ y Z3 5 \ ,\ti3F0 \ vL 30 2A l I1118.4 \\ tx r- - `/ �l `D r 1 B J 18. 19. FL 1119 1 PES 1113. 1 / / ^ FF=1 1 9 FG \ a\ 1112 B l / 115,5 1119. 2 I \ \ 1 \ \ / i PE-1115 0 rri FG . % 1112-6 5 / 1 1119.6 F ' 112.6 �l I"" �.l1 PE=1119.1 \ ry F111.6 X111 FG l I 51 L"c 1111.8 I z 1119.1 I10 FIG Q-t r� 1115.0 1115I 69 \ \ r FG .0 1118.1 1119.1 •� - •8�► � �v' \ ^ FL-� 1119.1 FG a + \ W \ S,' / %� 1113.8 FG .1 \ S rO. `� FL 1 114.() 1 ' GF-91119 W "o 65. N• FL 3 1118.3 QS•63. \ � 11�• \ FL-G8 \ \ .A V \ N Rw c \ s 4 4•o,o ~'. + F�Q �0 �'-^ `� 16'30, 54.53' w S r (TYP.) - 56.69CO) \ N A \ � 40 \ 300 VIA DEq Caw 8*SWR \ \ Its 31 CPO WS � w .. 3 g ° •�`� �,P 1 F3.�?O � 16 .07 ^ . A.ry 8"wTR ( e + � �� 0) 7Pr 9 \ \ c,+ 1 \ o �. 1f 108 / N GFSej, IL 8. 11 •6 k S 52.68 \ 1 0 j 1110.6 ._ FG 1' N• of W o 2 �•. / / �L12, S 52.95 2�' 1 v) 1122.8 \ 1 o * °D W S 52.83 W S 33.92 r- to FL- 2-9 L- \ � 11 �• •r 6 � J � 1112.9 2.9 Iw v) 'Ip 1 1111. F 111 9• ® °� N , p °° ' rn N \ GF=1123.8 \I \ 21 7 FL 9 G 2,g / N N QD N r K � r C6 rn o K N N 1122.9 ao ao 3 1116.4 h rn _� \WL rn FL-GB ri N I o FG I 1114. o I 1112..9 / FL-( FL--GB N `}'/ N. � � ao '� �CD =1115 1116.3 � 1120.7 qp 111 p $1111 / 'n 2 FG +e. 1114.2 '2 iv FL_% 1118.5 � FL-GB 1120.6 8' 1123.8 FL O s 1110 1 �l I L FL-( N cv 40 _ FL-GB FL-G8 FG I I I 1 O 1 •g 4 22 n ri =111 9. / 9. 11 � I .2 ._ GF=1119.4 = 9.4' .s 1121 . 1 / 1 N FG 0 111 �►� •- - cD 1115.2 c� ) 10 LF 1 1117.3 1 5, l I 0.1 DF I FG G 1118.4 Q; I I 1121.6 12i o 1 10 LF FG 1 FL-GB o+ I FG I 1110.6 1112.9 FFa 1113. 1 `D ( I ► I os 4A Z t \ FG B FG pE_ 4 1 J? L-_. 24 ( 5 r ti 1 I 0.1 DF I 5 �se o / 1112. 112.5 1 z 6 1119.4 I 'I �I k 1112. 9 23 "" A- 1 2fi I FF=1124.3 L / 0 2 F 2 11 FL �t ► 5 ►. L* FG I l z I I co °r�i K fx N1� 9• o� ` L 12.g I �� 1 ^ FF- '1 ( t_ T C �.. r.... 1 123.3 PE=1123. 1123.3 / b M j� U-) I 1117.8 ( z � I 1 5 ( � -1 I 1 I / 0• z� -) «.. z ae _ i FL FL \ 0 2 =1 T 15 .. PE=1117.3 «-. 25 ( I FF=1122.1 1 FG 1 f 1 / o •.' . •7 L I I to I � .8 1123.8 1 •+ ,n = 1123 FL 4 ,� / `- .1 9 ' F 114.6 PE-1115.2 1 1116.7 I K 4C- z PE 1121.6 I K FG FG / t T -., N MSN• `� . � L 11 z1 I 1 f / 14.8 1117.3 3 111 / 115.2 FL FG 1117.3 FF=1119.9 L_ K 1121.6 11121.6 8 r o o ? * ,► FG I r FLS° .� / ^� . F 1115.2 1118.8 PE=1119.4 1119.1 1 FG FG 9. \ '- cv � / FG 1116.9 9 5 �` 1% o o II FL 1.2 K 1121. n MIN. / +r �, FG / o 8z 9• cv 1 / I 1 1119.4 1119.4 FL2 0 0 FL I 11 .6 o ^ FG FG \ ri 1 X 0 23 / 10I1X � I 1117.1 MIN. ` 9 FL-FP I 1 / MIN. o FL-hP I MIN. 6t i `� 1121.4 w `.-` ~' •��51 111S.o N I � 1 �,41 0 0 41 N � I �- s 1 Sp. /,� 1 FG FL-1•p 1 . ... _ �" MIN. 441119.2 / t a FL-W lb lb 41 / .. ..ter. •�1 - .., , 1 � 1 73 ,9' ♦ N 20 0 20 40 60 --w.._ g 58, .- 4 "' I 61.4 54.37' /' GRAPHIC SCALE troy re UNDERGROUND SERVICE CA&fpA ____ _ _ -- -.�_..�_�� - PLAMNIN■ ■ Dt�IAN ■ R�DNaTRIJCTIDM ~TM Q) ALERT q Y LU CALL TOLL FREE ■ ■ ■ z YNM FD*A SM rva _---_. - __ ��Cum _ BACKWATER VALVES = LOTS 21-25 �C 29-31 1-800-422-4133 - --. - �._ CONSULTING tORd1a� ■ FAX 900(M.7240 ■ ■ww.F WOW `` - 5 LDO1-073GR TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q OFESSION DESIGNED BY DRAWN BY CHECKED BY DEPARTMENT OF PUBLIC WORKS Drawing No. 3 ,� RECOMMENDED BY: DATE: -�- CITY O TEMECULA o A. JIMENEZ A. JIMENEZ M. TYLMAN HORIZONTAL �`� �t� �� c^� Plans Prep red Under The Supervision Of o 0 Contractor z ( - G l t o „ - ML ACCEPTED BY: DATE QU I NTANA 1 - 20 No.43090DEPUTY Inspector Exp. x/3,/04 � Date: 6-/z4?La� RONALD J�PARK OF PUBLIC wORKs TRACT 24183 � A p MIC AEL A YLMAN _ -.r.,.Y..� � VERTICAL J' C \. A, 4 r Irl LATS 21-31 A� - - f� 43090 3-31-04 19744 Ex fires 9 30 01 �f Date Completed F PRECISE GRADING PLANS PHASE V SHEET 3 O 3 N/A OF �A`\F R.C.E. No. Expires R.C.E. Nlo. p �,,�