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HomeMy WebLinkAboutLot 1-14, 26-29, 34, 91-101 - Precise Grading GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract, Niom �� 4136 1 CODE, APPENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 99--23. R0� 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE asps �9 Buildout nd SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . ding recise Gra an PAUBA VIA RAMI 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL • FILL SLOPES OVER 5' HIGH. r� ■Ity of em ealifarnIa Naa 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT � � ��►� ,y � SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ROAD PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS C9 OVER 1 DEEP. � `� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND 2, v z ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00 z ,3� GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB TC ',3 � �! ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, -r� 241 3 � r Qh Flo p��o GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE ," -�P ; Q zT • ) 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG HIGH POINT HP TOP OF CUT SLOPES. T9 o � � ,° ,. �'- �J,,• e� � 5 �, Cq j HWY• 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG Q �� e� " w MIN CA LAR ONE FOOT. g°FINISHED SURFACE FS "6 " 5 ,� 15� �' �' TO SAN DIEGO � PROJECT SITE y -. V. � ^� � otiP �" � 3� � 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF un � " GP�� w � . r� THE PRELIMINARY SOILS INVESTIGATION BY: CONVERSE CONSULTANTS GARAGE FLOOR GF 0000.0 JANUARY 21 , 2000 5n TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 �"1` J ° GGR�E 59 °e v °�9 # TNEHMER� MAP VICINITY ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS ECOM "3 MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-- F I N I SHED FLOOR FF 0000.0 ��,.�, ' h3 �, NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. SIA 6 , " " a r, 70 �w w 10. T CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WATER SERVICE DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE VO SPP��� _55REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE 2~" OA TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. DRIVEWAY G ,� • 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL k " qf, �" yRP.B y SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL SLOPE - _ _ - L �p,Q ,� �o�• $ I" , Nk BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE d CP 6 GP�1 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER 11 HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ' p bti �, '� fi A�AREZA PAD ELEV. -0. MIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS UNIT TYPE/ELEVATION BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS A__j a,, q ° MATERIAL. ''� ,N N 2 �1 ? � ? I INVERT ELEVATION IE ► ,". 9 " �� A 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN i. MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. " ��,;,;�� � �3 � �� � 1 �A '1� I r r I PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT BACKWATER VALVES .� ��p " �� T. I OF FILL MATERIAL. INDICATES ADDITIONAL / � 6 I 5' B 5' 5' B C 5' C -0 I .2 / '� I MIN � MIN MIN MI ( 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF STEP TO GARAGE FLOOR PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL (GF - FF STEP) ''y0 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO O � � vQ ' I PAD PAD I ADJACENT PROPERTIES. r � / 2i FF i z FF M 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED L to I 1fi' K 16' bt I BY THE DIRECTOR OF PUBLIC WORKS. ,� q 0QV I MIN. MIN. � I 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO Cq 0'X PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. '� �C, 1 '�k 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) R W SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT �� z Q� �► AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. Q� \ � � TYPICAL SIDE YARD DRAINAGE V ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING �� 18. A REGISTERED CIVIL E \ fy DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- �, TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- \\ -�� CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE \ 100 / PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 5' MIN. R 5' MIN. » " 6 MIN. PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS fi MIN. 6 MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, MUDSILL 3' MIN. 1 ' 1 ' 3' MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT SCALE: 1 = 250 IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER SILL IS 6" MIN 10.R. LOTS INCLUDED GARAGE FLOOR_ _T ABOVE GARAGE - FLOOR SLAB :d 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. GARAGE DETAIL 12" MIN. FL 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 PRIOR 40 40' 40 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 21% MAX. MIN. 21% MAX. to 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 12" MIN. ABOVE PAD ELEV. S E C TI 0 N B- B N THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- o RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON i 2 e ROUND OFF TOP n N REQUEST THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 00 e LO P/L o e TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 5' 5' MIN. P/L o 3' MIN. 1 ' MUDSILL MIN. fi" MIN. F_ a TYPICAL FOOTPRINT SECTION A- A :d n SCALE: 1 " = 40 ' FOR REAR YARD SLOPES GREATER _ THAN 5' IN VERTICAL HEIGHT 12" MIN. 2: 1 MAX. �- UNDERGROUND SERVICE BENCH MAR SOURCE, OF TOPOGRAPHY OWNER / DEVELOPED ASIS OF BEARING NOTE 2% MIN. p PLANNING ■ DESIGN ■ CONSTRUCTION B 6" MIN. ALERT COUNTY OF RIVERSIDE B.M. NO. T-1--81 EL=1026.428 RBF CONSULTING WOODSIDE HOMES THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX. N 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 27555 YNEZ ROAD, SUITE 400 23121 ANTONIO PARKWAY CALL TOLL FREE �ROAD,�� FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET TEMECULA CA 92591 SUITE 120 CENTERLINE OF MARGARITA ROAD AS SHOHROWN OGHP6RCOF PARCEEL MAP O. SECTI 0 C- C o -$00-422-4133 IN TEMECULA 53.3 SOUTH OF CENTERLINE HWY. 79, 3.2 EAST OF GT POLE 23432 FILED I N BOOK 159, PAGES 38 T�uEaJLA,CALFOF�NA 92591-�7'� RANCHO SANTA MARGARITA CA. 92688 � (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE C O N 51 U LTI N 13 90o.6T!'f.!l042 ■ FAX 909.676.7240 - www.FlBF.cam � P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE : 3-24-99 FIELD SURVEY DATA (949) 858-4980 COUNTY, CALIFORNIA, BEING NORTH 16-56'06" WEST. LD02-094G R Two WORKING DAYS BEFORE YOU DIG WITNESS POST 1 SOUTH OF MONUMENT. CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK t I E S S Ip * DES I GIBED BY DRAWN BY CHECKED BY Drawing No. o SCALE �� "I/ C. MCDANIEL C. MCDANIEL M. TYLMAN RECOMMENDED BY: DATE: �� �4 o CITY 0 F TE M E C ULA DEPARTMENT of PUBLIC WORKS �F,` . Ty c^ Contractor HORIZONTAL i� ���y y Plans Pr epar Under The Supervision of . ,� ,� o•t, PRECISE GRADING PLAN TRACT 24136-1 0 -- ACCEPTED BY: DATE. v 1" = 250' 1 No.43090 � Date: b L L DEPUTY D I RECTOR OF PUBLIC WORKS PHASES 7-9 AND BUILDOUT Inspector Exp. 3/31/04 M I CHA L A. AN RONALD J. PARKS _ --- CALLE GALARZA LOTS 8-14 91'-94 VERTICAL Jf C 1 V I v ti ,... .- a .,l o�� frf:___ase&:_ - CAM I NO GALLEGOS LOTS 1 7 , 95 101 Date Completed F 1E R.C.E. No. 43090 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-05 �,� - SHEET 1 OF �J i N/A OF c k� CAM I NO CALIARI LOTS 26 29 , 34 _ � r r r r � r � � r r _ 7, 1 1 _rr w r r S 50.00, _ r 7.216, • - . �! �, r � - 36.4 � z o � � N�z •S 1 1 _ / s 'o _ Fs.4 .7 0 50.28' 50-29 F 136 •- F / a 137 4 1 .3. �ti�x _ g 7 15. +t �t ~ 44.99 7C lo FF 36.7 1137 4 0 �,- -� � n •7 - 7. - � �}r � EAU 7. cv r ^ 37. 4 FG .4 _ •3 � � .� .-. FF 37.0 �I/ F FG 4 4 7. 3B. 16.23 G o 0 1137 7 _ G FG FG R/w �'�113;6.b / 1 F o I / G I • 5' •3 / ' " 1137 '. z 7.4 1 p �- _ U1 F _ 4 7' S FG' / G• 5 � � v 11'x. 1 S/W 111 1 I PE I ,�, •9 /^ � 1137- z- � � x 11 I 4 34.00 �1i w ,a `-�J /" F'F _ 11 8 •-. FF _ •2 2 W 1 38.5 1138.9 ,,, S 04 �; o� / to _ Im CURB k GUTTER N G I . Al _ PC) �l l 1 „•� y 34.95 ;D .Zx � GF G 3 7 ._ O 1 4S. ,� 1137 - o - GF'_1137 8 / � ~, ~ 41 592 .*,�.35.42 hk w 36 35 �^ � - '`" I e' �`� n '� o W 5 4 0 35ISB 1 • ` ' 1138.0 5' FG• 5 GF- 1135.4 37• _ Q n `~ 37.1 FL - co _ o c , S W 54.08• °°10-1 TC ~ t« iD c _ o n CV O W S s 1 • N C--W3 +CA LLE l� n 1 ^� �3 C�r� S W ICA C� hj tp w W S + 4 hiALA CY ca 8M'Elq� q n .►'`�` 40 n 1 17r- / .2 '. C - Yj► 13 44' + K ' rc 4~ . S W c�,�� NA52.010 T + n " o) � �,i k k �► S '.�•1 X3'3 o "� _IV / 99• FG 1 GF ry• N 1 I 1137.3 38 1 e Fr,7, 0 5• 7 6$' _ J52.01' S 52.01' W '�J ryo ` + ri d , 37.4137.6 \ k jr rD 00 •FS o 8 40�K - ` 7 S/w c 7-5 ' FG 7 1GOt F=1137.9 . �7. 5• 36. I 37.6 51 R/w oc" o 37. _ 113 / 1 FF 1137.8 �/ �l' z I 1 I -• I / .4 '"' O -- 2 1 7.94 / o 1 (2 , FG G / FF = 1137.4 C? -F _ ;137.7 1 / 138.4 Z p .r" / .9 _ 1 _ 20 0 20 40 60 / .7 . � Egn -r- • 94' 37.3 GRAPH I C SCALE G' �f z 1 r .4 - N ERE I - 1 ` ~" 7. E N . 7.0 _ I 4 t 7. 2 G' co 40 + O c 994' - - FG•4 " t7 Z N . w O w40 114 co N- � _ � � _ �� � � o n n - ^ r n 114 g 1 15 1 115 a. UNDERGROUND SERVICE i p ALERT PLANNING ■ DESIGN ■ CONSTRUCTION M 116 N 33.52 CALL TOLL, FEE ■ ■ ■ 2"1''W"EZ ROAD,SUITE,= 58. 13' 57.7o, z 1~-800--422-4133 �a��►,cA�F°'�"A X4879 Q C O N S U LT I N 0 WDAM.SM • FAX 909.675.7240 • www.RBF.mn 7.40' °a TWO WORKING DAYS BEFORE YOU DIG LD02-094G R a CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALA QRp F E S S f p DES I(�D BY DRAWN BY CHECKED BY / Drawing No. o �'! RECOMMENDED BY: DATE: /�/ < DEPARTMENT OF PUBLIC WORKS �pA. MB, TB MB, TB M. TYLMAN CITY OF T Contractor HORIZONTAL ,�`�� c� jyhi `^� Ions Prepa e Under The Supervision Of o 1" = 20' w No.43090 ACCEPTED BY: DATE: �� �/ z PRECISE GRADING PLAN S Inspector 01- 3/31/04 Da t e: O L S ou DEPUTY DIRECTOR OF PUBLIC WORKS _n s M I AEL .. 6bAN RONALD J. PARKS - q TRACT NO . 24136-- 1 PHASE 7 VERTICAL ►- Date Completed �lFR.C.E. 43090 3-31-04R.C.E. CALLE GALARZA , LOTS 9-14 , 91 -94 Q p� �A`1 � No. Expires No. 19744 Expires 9-30-05 �r�=.sB9-= a N/ASHEET 2 OF 5 "� "� �� •� 113 • \ 52.59' \ 50.03' 68.20' N "1•'`G' \ 49.68' \ o v o U N 35. ° \35.-6 g z c35. - \ E-FP •4 FLS ~ o s Ft N 2 � z � \ �' - 5' FG G 10 \ N ' 5.23' �' •6 \ 1 FG• FG • 34.9 - I o z o. \ I 35.5 N 'o• � '`� \ I �1 I FG 35.5 z z / �'' `'� f � •�� � FG PE = 1135.8 35,1 FF = 1136.5 Iz I / PE - 1135.2 z I ( � � ,• �1 z FF = 1135.9 O PE = 1135.5 1 z Q FF 1136-21z 1 � 0 ®---- I I �''�?s G ' 'j - •a 1 IIr I . ( 1 35.4 a N • s 1 FG V; � 2 1 I � G C3 4R -4 ' .3 I a� 35.6 1 .61 , 0 35. I 0 - 6• FG 1 I0I 5 FG I 4 G•F34G. 34.4 I =1135.7 015' 34.6 f / d^ - !� / [5' GF=1135.4 FL-� - -� ��� k'� 34.6 -- � �b 0 �_�E-G13 c4 rMow ` ago `�► ,` m •`�,� 0%�N 18 45' 2 7 7 34• ' h `�` ,n + 27 63' 1 ' 26!,76 10. R EX 110. 22.59 ¢ `�� FS � . \� ��`� •� 1 s :fro � CURB k �► '� �r � o DRIVEWAY s � 4 ��6 >> r +1+ 37 N n oo + _ 1 o V a�8 WA Cal RW EX. 12OS1 3 0 '�'m DRIVEWAY •. � A ve� h '~• I I *N ro i� I V + _ •CAM I NO I QALLEG- I _j 4� © -� N V o r f CURB k• V O ��• 1, `J � %' DRIVEWAY ' �•��0 \ �"' •P 3 9 8 4 9.79 50.01' 30.00Go ' 34.1 •�-� •P / ^I- 34.9'>'-4- E�B GF 15 GF-1135.fi , �LR-_1135.9 p .35 35.0 ( FG O� FG j �-GB 5 0 35. 1 �� 3 \ .1 G I .4 1 35.1 - - 1FG 1 .7 1Q3 I FG o 0 FG .6 o I a -G8 I I 9 - I 1 -L------ \ Do a ----- ' z =I I -z z -z z bt - z Q1 PE - 1135.4 0 I PE - 1135.7 PE = 1135.1 1 I Q s \ IFF = 1135.8 0 FF 1136. 1 O _ I FF = 1136.4 .1 ® 35. ® I ® I FG tF FG - z N o 34.6 35.7 \ SCALE: 1"=20 34.6 . 1 11 1 FG ;� V_ E . Ito •1 -p .4 _ 34• FG• G 35.5 r-HP \ 20 0 20 40 60 IF ` tO GRAPHIC SCALE Z. \ i '\ Q F6 ,r r O 85.82' J N O rn ' 50.67' N N \ 3 N OD N 4 ao I Q Q_ I ALERT 'LANNINO ■ DESION ■ CONSTRUCTION co N CALL TOLL FWE ■ ■ ■ 27M YNM ROAD,SUM 400 z 1-800-422-4133 TEMECULA CALFORN1A 92=-4679 0 CONSULTING lOA.lJMIM ■ FAX 909.676.7240 • www.FBF.=n TWO WORKING DAYS BEFORE YOU DIG LD02-094G R z J CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK QRp I E S S 1p�, DESIGNED BY DRAWN BY CHECKED BY Drawing NoSCALE 0 �� B TB M. TYLMAN RECOMMENDED BY: DATE. CITY OF T DEPARTMENT OF PUBLIC WORKS 2/12/o2 RBF V17CHANGED LOT 97 FOOTPRINT FROM PLAN 1 / �D ` MB, TB To PLAN HORIZONTAL .�`� c'� Ty�� `� I ans Pre red n er The Supervision v i s i on Of o Contractor � � �y � p p � t 1„ = 20, w No•43090ACCEPTED BY: DATE: ILI" o- PRECISE GRADING PLAN o Inspector °` Exp. 3/31/04 1) Date: Viol dZ DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO . 24136- 1 , PHASE 8 LO 49 ' MI AE A. TYL RONALD J. PARKS VERTICAL sf' c� �\. �,��! -=__-- ----_- CALLE GALARA , LOT 8 Q Date Completed lE OF A`lFo R.C.E. No. 4309 Expires 3-31-04 R.C.E. No. 19744 p• _ o N/A C Ex i r es 9-30-05 �, ---��¢=-:- � CAMINO GALLEGOS , LOTS 4-7 & 95-97 SHEET 3 of 5 / / / 36.2 / TS / � 'r0 / '0 . 4P / 35.6 ��,- '°' „�,• � / ►�� TS R/w b, b�• h 33.31 FS - rs• CURB k GUTTER 1� \ �•� \ S ?�, S/w / \ - 3'� ti•,� _ w N, 33.0 . /00001 D S J 'o• •, FSy ► / \ 6 1b•� �„ 'S`tiC� '',, / ti 6 ~ *�! r 32.35 7•F �, ° ,wr \ TC FS / r \ �► \ fy p,�' 32.07"' b / ro• �� "3�� ,�,• �� % % 35.1 FG \ 0o w \ ,� °` w S ro �y.`fir � b• °� ,�C� '�• - ,,� �� 1• •g, 34.7 .�c \ ti r FG TC 010. A' . \ hey �� � S O) O / ? w TC �• h ` r �f4, Orr 20 0 20 40 60 ry�o \ _ � '° ,�'�,��• GRAPH I C SCALE ro•O F� A\ \ I E 00t \ N �ti F o \ 74.72' o \ _ ni v c� \ g Cb 1 a UNDERGROUND SERVICE C= F'"MMIN• ■ D&SION ■ CONSTRUCTION M ALERT N CALL TOLL FFEE ■ ■ ■ 27 6 YNEZ ROAD,SURE 400 z 1-800-422-4133 ""'�'''L1FO�'"" '-�7g Q CONSULTING 909.676AW ■ FAX 909.676.7240 * www.RW.com tr ca Two WORKING DAYS BEFORE YOU DIG LD02-094G R a J CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE MB, TB MB, TB QRp F E S S IO# DES I f�D BY DRAWN BY CHECKED BY t��� /b Drawing No. o RECOMMENDED BY: ! TEMECULADEPARTMENT OF PUBLIC WORKS Q �p �• M. TYLMAN DATE. CITY QF Contractor HORIZONTAL 0__ I ans Prepa Under The Supervision Of o P w _ �_ _ , ACCEPTED BY: DATE: << �� PRECISE GRADING PLAN0 r1n0 Inspector °` Exp. 3� jai � 4 Date: �� Z� �� DEPUTY DIRECTOR OF PUBLIC WORKS o RONALD J. PARKS TRACT NO . 24136- 1f PHASE 9 - MI AEL A. a"MAN - a Date Completed VERTICAL trjF C'Y 1` ��,�~ R.C.E. 43-31-04 CAM I NO GALLEGOS , LOTS 1 -3 & 98-101 N/A OF C k\,\N Exp i res R.C.E. No. 19744 Exp i res 9-30-05 SHEET 4 OF 5 r� r r PO) r 101 dogma GWMEIW 153 59 Od" � r r ~ �• J J9 - g w r r p r _ 55..3s► - 1 � ` ~ ` � ~ 1 r • • r r ^ `� 11 1 S5.23' N 1 1 i� s 23 . a'j 52.17' 5523' o _ Z fG _ ,w 1 � � 7 I - •--- - •,r - ....... 54.70 - C-FF I o _ , �6_� c z 65i p .6 6 G _ \ 0 z 5.11 N r s 1168 F 't I 60.5 A63. t _ 9.1 z \ `� 60.5 66.1 '1 F'E _ 1 1615.8 FG 57.7 FG FG 54. - FG 57.7 - �9NFG o zI s6 63.5 FGPE = 1157.7 = pE 1166.1 � PL _ �. .r FF 11 fi6.8 I I 69.1 FF 1158.4 PE 1160. r FG �`� •_ I g w FF 1161.2 Z I '�' S , g.1 1 67 C - ' r--, �-' S S z 1 1 �- FG S I PE = 1163.5 I `�, $ �--�"� FG g.3 .g _ z z r -� 1115 \ 1 .s - S �. FF = 1164.2 Z S I FG j 56.7 - I . 1168.d L- .2 7 FG 1 . � I � 1 1 E 7�- r- 54. 1 S4,g U I 5 1 s 67 1 _ 60.5 0 5 ( .1 1 •`s �^•�� FS• 46.[42 4 ` w =1154.9 10 s, j 8.1' FG S � FG o� .7 eF;1157. F7.7 59.2 i 60.30 3.5 1 8.02' •1 sj - s G 10 5► 0 10.07 G 63.5 64.8 FG w •�j rj �-GQ - -GB FG FG I 7. R/ w s0.7 11' 62.3 I-IIJ N GF-1 163.52 fL G6 =11 5/ c �� 2 74 hti•� •� '-• .^_ � r- � GB � ^ _ M 9G8 �'� 62.7 \ w �� � L=30.2 '? S °� \ ` ? V6 n \ . 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DEPUTY DIRECTOR OF PUBLIC WORKS - VERTICAL sr C �, �� MICHAEL TY RONALD J. PARKS � R TRACT NO . 24136- 1 , BUILDOUT Date Completed �l 1 o�� •� = CAM I NO CAL I AR I , LOTS 26-30 & 34 N/A E OF C Av1\ R.C.E. No. 4309 Exp i res 3-31-04 R.C.E. No. 19744 Exp i res 9-30-05 '�of� 9agn- a f '"*" SHEET 5 OF 5