Loading...
HomeMy WebLinkAboutLot 1-30 - PreciseGrading LEGEND VICINITY MAP PAD ELEV. -).3' lot. NOT TO SCALE 0000. 00 1 N TOP OF CURD T. C. 14 FLOW LINE F.L. HIGH POINT H.P. F I IV I SHED GRADE F.G. Its, lyr. 48 11,11,1111 '- A (EXCEPT 1EXCEI I 24135 = F A S' A *tic C 5. 3. C LVW D D F 1141 SHED SURFACE F. S. MI4NA M07ED It MIN MIN NOTEI A I VIA 111101 GARAGE FLOOR -GF 0000.0 T_j PRECI E GRADING PLAN rAU5A !:tj I PAD ELEVATION , PE 0000.0 x1i it 74 MISS ! FINISHED FLOOR FF 0000.0 1K PALOMA DEL SOL rRA r NO CE I DI 1�' WATER SERVICE w z Z z SEWER SERV ICE AIR RELEASE VALVE rim FIRE HYDRANT Ny RD- DRIVEWAY TYPICAL SIDE YARD DR INAGE "wry. r9 STREET LIGHT t4o. 24134 TO SAN 0 1 EGO SLOPE 12' MIN. L is , WIN. BLDG. PAD 120 MIN. ABOVE PAD ELEV. ABOVE PAC"� ELEC •'\1 5 ' MIN. 5 ' MIN. npGo t Z 11 COMPACTED PROJECT SITE EXTRA DEPTH FOOTING SO4 INDICATES AMOUNT OF ROUND OFF TOP A's Ag 50 '51 52 BERM aw MIN.- 43 a4 447 5 EXTRA DEPTH FOOTING G P/L 10 L 53 -4 P/ 73 T2 TA '54 tg CATZ:M "C" • 4F CALLS CATALDO 71 LOT NUMBER zz IN. 36 55 - IE 2: 1 MAX. 12w MIN. W 2 41 40 39 38 37 315 30 yr 21% MAX.MIN. 70 34 56 SECTION A A SECTION 8 an B. 57 15 INDICATES MODEL 4FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER 76 33 51B A4 GRADING NO TES_ UNIT TYPE THAN 5 ' IN VERTICAL HEIGHT THAN 5 ' 1 N VERT I CAL HE I GMT E I 77 715 79 1510 61 32 13 B Etv I i 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE CHAPTER 70, INDICATES ELEVATION 15 67VIA CALL VIA DENZO AS AMENDED BY ORDINANCE 457. 63 63 29* . 14 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SMALL BE 1Y.. 62 ral eO 59 BA -%ft THIS LOT REOUIRES A BACMATER VALVE 0 2* 3. MAXIMUM CUT OR FILL SLOPES - 2: 1 . 51 MIN. P/L So WIN. P/L )11111 85 ip PER SECT. 409 OF U.P. C. PER APPROVED all MIN - all MIN . w,5 ' MIN. 11 30 a 3 4. PROVIDE 5 ' WIDE BY I HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL WATER AND SEWER PLANS. (SEE INDEX MAP) X MIN.- 11 1 ' 3 ' MIN. 31 MIN. -4 86 A 7. 2ro 4t w 4.4 FILL SLOPES OVER 5 ' HIGH. 56 57 5 10 WJDSILL MIN, MIN. MIUDSILL MUIDSILL MIN. 67 :11 6" MIN. qTE 25 w 5 S. ALL GRADING SMALL BE DONE UNDER THE SUPERVISION OF A COMPETENT ACCESS RAMP L CARDENAS 8884E SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 91 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS A Lo 39 '30 QO OVER I ' DEEP. IV, MIN. 12 ' MIN. 120 26 2 4t S. A REGISTERED CIVIL ENGINEER SMALL SUBMIT TO THE CITY OF TEMECULA 9 2: 1 MAX. 30 2A 2 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 2z MIN. 3132 021 1536 W 9 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO - - - . ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 21X MAX. 21 % MAX. 21 % MAX. Co1q . 9 Aq* GRADE , ELEVATION AND LOCATION OF CUT / FILL SLOPES. VALOS 9A As 0. SECTION C C -SECTION D D 25 95* 13 0 T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG 4 23 2 Z,% 20 1919 17 14 0. TOP OF CUT SLOPES. I A 96 fi 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 5 9 91 77 ONE FOOT. I ic) R A,-'T N 0. 9. ALL GRADING SMALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 6 $0 11 24135; 1 THE PRELIMINARY SOILS INVESTIGATION BY: 15 I'm-4 I.Z CONVERSE CONSULTANTS DAM: I-IT-89 Two SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 35.00 A n ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 31 . 16 53. 53 3 A3 MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- .0 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. F to 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING max1 DEPARTMENT , TELEPHONE (90 1.90) 5104-6411 AT LEAST 24 HOURS IN ADVANCE PE xxxx. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- FF XXXX.x so TION MUST BE APPROVED PR IOR TO/BUILDING PERMIT FINAL INSPECTION FOR x EACH LOT, IPE WW.0 1 aq.o in It . CUT SLOPES EOUAL TO OR GREAT�� TH#N 51 IN VERTICAL HEIGHT AND FILL rr I1 C; If! FF 0000.0SLOPES EQUAL TO OR GREATER THAM 3 ' IN VERTICAL HEIGHT SHALL BE qW L_ V; PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM in EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO XX XX XX X 1MAPTHE APPROVAL OF FINAL INSPECTION. x 01.0 FG 00.0 fG WOON.0 SCALE : I =_20-0 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. f G F r. -W AD/1 13. FINISH GRADE SMALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT Fr. LESS THAN 1 /42' PER FOOT FOR A MINIMUM OF 3 FEET. 14. A REGISTERED CIVIL ENGINEER SMALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA_ z TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOUIRED,THE ACTUAL < BENCH MARK DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. _j TYPICAL OVERALL FOOTPRINT DIMENS IONSCOUNTY OF RIVERSIDE'B.M. NO. T-2"I LONSTRULIJON NOTES & QUANTITY ES11MATE CL IS. EROSION CONTROL: ALL GRADED SLOPES SMALL BE PLANTED WITH ROSEA ICE PLANT AT 12m ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 0 1 1/20 BRASS DISC IN COW. CYLINDER LOOTED MW TW INVERMICTION & Film ST. NO. ITEM Z 1 " 30 ' AND PAND40 CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD QUANTITY UNIT 15 ' IN VERTICAL HEIGHT , , IN ADDITION TO GROUND COVER, SMALL BE PLAN- I LOT GRADING I .SO LOTS X 15 C.Y. LOT) 450 C.Y. TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.V. SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMB INA- < Underground Servtce Alert CORWR Or THE INTERSECTION I ' E. OFA T' 04AINLIW FENCE, 21 ' It 16' TIONS, 15 ' ON CENTERS. SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE 1111ROUND SO. CALIF. GAS VALVES, 40, N. or P.P. (NI0.11) 94' N. OF THE CENTERLINE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER Robert Bein, Williain Pmst A"aciates OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' V. OF MONUMENT. U.P. C. CHAPTER 10.R. C:3 ADJ. DATE: 9-13-82 ELEV. 1128.410 16. ALL PROPERTY CORNERS SMALL BE CLEARLY DELINEATED IN THE FIELD PRIOR V) CALL TOLL FREE PROFESSIONAL ENGINEERS. PLANNERS 9 SURVEYORS TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 28765 SINGLE OAK DRIVE.SUITE 250,TEMICULA, CALIFORNIA 925MI U 1 -800-422-4133 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE (909) 676-8042 OWNERMEVELOPER THE APPLIZANT AND HIS ENGINEER FROM THE RESPONSIBSL ITY FOR THE COR- MESA HOMFS RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON CL 27555 YNEZ 90AV SUITE 200 REQUEST , THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. TEMECULA, CALIFORNIA 92590 TWO WORKING DAYS BEFORE YOU D IG ( lot (o7(o- 7246 o-.CFESS/ Deep neo By Drown By CheCked By CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE Drawing No. FESF V1',,.,cj4AK&F- rbo-rPFLi-,JT' or L�&rs Ic. ^,,v ao A,*%- '( T. GL AC/GL RECOMMENDED BY: At DATE: 8,4/14 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor -3-fl-0,5 9.&r /?\CI4^r4&E rz=Tr7x(NT OF LAT -Zt%r, Horizontal 11q, Pions Prepared Under The Supervision Of "7 (a IT- I AS SHOWN M. r7_ q f ACCEPTED BY: DATE: 46393 JC4040.08. bell "INCIPALkKIWER, FOR E/ry FNGIWEpt TRACT NO . 24135- F z E11". 8-30-1111111 RAYMOND A CASEY ofts es"Iftwo Varlic clv%\� PRECISE GRADING PLANS L) AS SHOWN CALF R.C.E. lift. 6-30-96 R.C.it. 0%. 419W Ertl?" 3-31-" < LOTS I - 30 Cr ; Shee I of 3 J . N. .400684 Z cn Q m Q - 00 N - - N W) _ ___4 AMARITA - ry o�'c.,• I WAY QLOT- % 63 OPEN SPACE 46.50 UR/W 46.63 40 �3� . 54. 13 41 . 12 5.2 r. +I - G 51ll 46. 85 \p' O CY) /•• co 1210.3 v !n 50. 00 \'L '�• °° 12. 1212.0 0 H v CS oW 50. 06 T .G 50. 06 /OZ G 48. 68 �2 47. 9 I �G3GO L. O p \ 12oC°-3 G 120¢.3 O \ - - FG 12. - N . o �2�0e.3 +1 o ♦r F��H.P o +1 H.P. � 0. 6 _ ` IFS- r�P �v - 'r' _ o IZO2.a ►- F FG OPT 1 ob.f'. I% N I/. - " Fl_., H. W) I% ° K, DECK IZ00. z00 1=G 04.6 ^ 1•(• L., H. . I PE 12 12. 3 FG 6 I OPT I F Fl- , L) 10.6 DECK DECK 04. 6 02.6 - - 01 . 2 rte_ _ _ 00. FF 1213.0 502 FG PE (20a.� -- --- FG FG IDT. I G DECK 01 . 2 OFT. ( FG 8, B 502 06. 6 504 CK L- FG DEc N FF 120 9l 3 F G L---- o� SOI PE 1210. 6 C B 502 02.6 SOa 00. 3 502 N _� SCALE: I " = 20 ' 10' 25' 2S, 12. 3 FF 1211 .3 501 PE I P 1-Z IA - FG A 1 of FG B In 6 I � 15 * FG � I � 206. 6 E 1204.6 - o � r FF 1207.3 FF 1205.3 �, PE 1202.6 PE 1201 . 2 PE 1200.3 - U.l � �� 0 '4 1 � 3 a 8 FF 1203. 3 �: FF 1201 .9 _ 9T FF 1201 .0 1 L 0 T 59 �, 8 � _ -• � o9.rr _� .I "'`�, oc..s � -�.. 4 e L 0 7 9 - 0.0. g. � . GF 1212.S 6. 10 GF 1210.8 4 O5. P E= I 199 8 5 04. 6 2.5 ' 00-3 G 3 12. 3 1 4 F6_ Q FG 6 01.5 - 0. 6 f 9 .8 rn 4 9 GF 1206.8 GF I 4.8 FL. 99 2 FG F F 9 , FG MS'S ' GF1202.8 GF1201 . 4 GF1200. 5 U -sem, F.L.GB N o N .L.,G. J FG 06. 6 04. 5 g =T 6' o v 01 .Q V ^ g� o N. 07.c, FG FG 03.` 02. 6 00. 3 42.00 evJ ^� o FL.,GB.• $ N !<�yGg FG FG FG ' N g 9 " , o50.00 \ L 32.33 IJ 9 50.0 N g A Lv F_. .v3.a a0N 51 . 48 50.00 + 51 . 16A50.00 050 1 10 � 52.89 51 . 81 . _o co at OR TE 18 • ti ti \ ~• �� ~• o� O• o B A R B A S T - 19 0 _ ,ti �• ti0`' �• �• �� P _ O 21 • 23 Idd- O0 22 W �.• Or° Ca• CtiF. 13. 13.3 O� Ci• O 0 ti N - F5. 09. 09.2 '� 'LO % 00 �►• O'V• 0• �'V- 12/W '� 1 . 00 S Fs. o7z 05.7 I � '`• �R.• '`• N 14.g �'� $ 51 . 00 51 s. 03.7 03.1 0 • .� s. s. 01.7 01.0 I n $ •i -. g . 00 51 . 00 S. -► 9t,,5 C!1 - FG ^' "� 125 N _ 10. 51 . 00 S 51 .00 s S 5 Fs. Fs. 49.02 15.s L,G .�. O g _ ° g \ 36. 39 49.02 FIG ,I FG �s N e-4 N F°OG B N g 8 1 a. 31 A .e 50. 09 50.09 •� FL•,G.l3 In 04.4 02.3 ' �ZI\N 14.4 10 1 3. 5 I I . �•-. F G ,FL�,�• 4� Q 4 GF1215. FG FL., .5. ti '% FL.,r,.B FG -14 N 00.7 a; 1FC� 5.4� GF 1213. 5 Q GF 121 1 . T 10 09. 4 OT.3 - / FG 03. FG 30 1�-4 FG GF 1209. 6 0 i i�.6 05. 4 2 .g/ FG 00.6 �7 2 I I . 5 '� F 1205. 6 o GF I2 .5 01 . 7 _ - ,+ 26 2 'I ozrl ---- 00- GF 1200.8 I X ffEj B + - ,C,. --3 Frr 61 54+ GF 12 LOT FL. _ 09.5 25 FL., . . - 24 FG 3 I F F 1216. 3 �!l .I x g+: 6 T 05.4 _� 23 01 . 7 L 00.6 22 • PE= 12 17. 61 PE 1215. 6 FF 1214. 2 - T T 0= FG.FF 1212. 2 •I -- FG i N PE 1213. 5 K FF 1210. 1 \ 07. 4 K ,t; FG LOT 21 m PE 1211 . 5 - C 8 - - - 03. 3 X 103• I+•, PE 1209. 4 501 FF 1206. 1 8 �•o+ FF 1201 .3 PE= 1200 . I o _ 50l C 501 FF 1202. 4 A 502 13G5 04 R FF 120 8. 1205. 4 P A PE 1200.6 - 8. 1 E 1201 . 7 502 FG g FF 1204. 0 OPT.00 F 15 3 1� FG DECK 1 FG oFT. I FG 09. 4 PE 1207. 4 502 FG ! PE 1203. 3 + B FG 502 13. 5 - I I SCS J OPT. 05. 4 504 00.6 O O ++ 121'S.� O 211. F G 1 DECK F G - 0 N / ,H.p o t_. 0 9. 4 ,- - -1 FG OPT. NO /j *, Z I O 07. 4 FG DECK 1 FG F G i - � • --'.-. g /,� � ... p L � H: o IZ07. I OT• a o O5. 4 - - 0 03. 3 FG FG 01 . I DECK 00.6 -- f 4T 17 �� - N o ° ... �0 FL., H. . o f? /°,� O 1243.0 01 . 70- J d6, � /(• _ 46.99 __ �� �• 7. I T 0� I�° /% N /po -�0 L.,H. 03. 3 I - Q 9 •6a, ♦ (c� 46.99 r%, - 12D5.1N o /•� N ao - _ �. C -N 1200.3 `n • - 47. 17 _ -L.,H. . v 6' 46.99 '� O1 (201.4 0 " L, H.P No 6' -- - �.W' 48_04 0.' . ' 50.75 ��� 54. 26 53. 36 53. 79 9 TRACT BOUNDARY Underground Service Alert TRACT 24135-3 Robert Be'in, Wtilliam. Frost & Associates LOT 102 OPEN SPACE C=) CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYO S NOTE: 1 -800-422-4133 28765 SINGLE OAK DR I VE.SU I TE 250.TEMECULA, CALIFORNIA 112590 ALL DIMENSIONS AND ELEVATIONS (909) 676-8042 ARE IN FEET. TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK p�ES,S/ Designed B Drawn B Checked B 8 1 C I T Y 01- T E ME C U L A SCALE T. "C GL AC/GL RECOMMENDED BY: DATE: DrawingNo. 10-16- RPF I 6+4AW e foOTPP-IrJr OF LOT 30 M��+ 1"t �'�1 DEPARTMENT OF PUBLIC WORKS Contractor Horizontal � CFt� Plane Prepared Under The Supervision Of I ' = 20 ' NO. ACCEPTED BY: DATE: ����f`r TRACT NO . 24135-F Inspector SEE SHEET I I8393 3• Date 7-17- 9f PRINCIPAL NGINEER. FOR Y ENGINEER * EXP. B-3Q-li8 * GRE GO LEBLANC RAYMOND A. CASEY PRECISE GRADING PLANS Vertical U'� CIV1\- �r Dote Completed R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 1 -8r & 22 -30 sneel Z of � J . N. 400684 vJ v ! Q co - Cr- < ao - AMAR I T A- WA N ►n \�A'Cr' 1 1 (O R/w 9 48.00 O � 46. 50 RG +n co 1 46. 50 0 RG -1 • v +' I'L 46.50to �G? 11914 °° to . 46. 85 99 41 . 12 46.63 F8 2 +,i FAL F 2 ao 8 5. 2 3 N G _ �` 1197.9 J SP1: �•1• 9T.5 DECK 1199.5 " 9T. _ _ ,�, c 11990 M v 11 13 0 T F FL.,H.P "� - FL.,N.P 98. OPT. I L.,H• - FG 98.2 FG DECc 504 ; 99 8 9.8 - 99.3 g,j -'T - 502 FG 1 197.5 SCALE: 10 = 20' FG F ; F -6PT. 0P A PE F 6'* 99.3 F G F G I DECK p E 1 198.2 ECK � FF 1198.2 - - -� F G �---- 98.3 f F 1 198.9 pE 1 19T.T9- 504 502 + -FG PE 1199.8 FF 1198.4 - A C 501 FF -1 ,, 1 1200.s x B 4 ' 501 PE 1199.3 PE 1198.2 X_ 98.2 97Io T.5 r-" • 4A FF 1198.9 T'" FG X L 0 T 8 FF 1200.0 Fes. e �t 9± 9g 1 6- q1•,.v FIG 6 PE= 1200 . 3 99.8 .v• ? - 13 F.�.,�. - 7V. GF 1 197.7 FG `+ 7' j o F.L.��- •2 97.4 �1:2 2 F 119T.9 F G • F.L. � : .2 0 ?L ED FL.V& '6 cKe.6 99. 3 _ Cr1196.4 6' 97 .0 co _ F (0 L., - 1 o� FIG F8., F GF 1199.5 j F 1 19S. 4 98 ry G FL-i 8 . N N FL.,GFe. j T GF 1200.0 99. 3 98.0 k o' L v.0 • a 6v 1 15.96 3 �� �q 99. 8 FG FG to TRACT 24135-2 fo qq. FIG o 95.2 In 97.1 X - - 2• 5 p1 R/w ��' 0 1 9 ^ 3 L. t^I 44.08 5. to 51 .Z cam_ .S �♦ 51 . 16 51 .48 g. F`� ao -S-` � LOT 77 98.1 7.9 F' 7.5 FS. F-S. P �°'� oh'c; s OPEN SPACE O F- P \ 5• O to &. C 25 N - 22 COR TE w \� \���• ; A," w B _ 23 - 24 - _ ARBASTE v) o � co 1195-03 W \�O.G• \�'l•c o \�1•V• ��° * T. C. _ 0 46. 91 7 9r..4 96.4 98.2 7.C, 7 7'3 9S to 1 s. F S. FS- -Sc. g Qi S, 500 1!00 50. 09 5 49.02 10.60 40.60 EZ/ a •� 49.02 49. 02 '� i� m .\• s. So. = rn 98.1 = c r- p0 �s -� o m L. [� 95.4 _ N - - 1 SO ?� t L.,G g. F G -I.v .00 9v FG FL•�-�� -1 'ti m X jFG • e 0 p0• Q• T 00 I FGc� 97.3 T 1 99.6 j GF 1 199.9 98.6 g7-I •6 7 _ FL.,C�. �, •p DI � GF 1100.3 96' FG � �o4d / c, DI ` 9b- GF 1 199. 8 1-- . N 9tv.y GF 1197. 5 2 I FL. 9bZ 19 - 97.4 j 98. I N FL L.,�. 20 - - FL, 18 GF 1198. 3 L., 15 1 (0 _ Q LOT 2 2 +� - i=-Cv � ..t 9'•-9 j 97.6 F 7.3 O PE- 1200 . 6 9 - 9t FG '7 - -L , - - - 9` s : los z 99. I 9t 17 t GF 1 197. 8 O Fv I _ 1' 8• .1(10 _ 16 �� FF 1200. 8 = B ;; 8, FG FF 1198.0 1 - FF 1200.3 501 98.6 A X � PE 1200. 1 \ PE 1199.6 PE 1197.3 V • b_ FF 1199.8 50 t C - � FF 1198.8 - Q C � A PE 1199. 1 FG F-- 501. FG FF 1199.3 PE 1198. 1 fFF 1198. 3 97 3 502 99.6 PE 1198.6 ' OPT. FG B FG PE 1197.6 F 1 . I DECK FG 99. I F G F G 502 98. I I DECK 97. F G 1 � - 11� q9.8 �G 99.6 1196.6 99. 1 98.6 OPT. C 4 J �•. ` FG 1 3 FG DECK I 50 -L-•• o 01) 98.6 FL `•l• 8. 1 `' - - 1197-0 N cv 00 54. 26 - ',A © F�.�H-P '� ry FL., H P - N 91.v 53. 36 qq Ki N v 1197. 13 (.�' .000 = "� FL. H-P �r 1 i TRACT 53. T9 - N - In -L., H-P _ B _ N_ q0 �. N N .� OUN ARY - - in .0\. 54 55 54. 40 - F N o,'�' F� 49.50 - ^ F 52. 79 _ - _ 52. 71 Q' TRACT 24135-3 Underground Service Alert Robert Bein, William Frost & Associates LOT 102 OPEN SPACE 0 CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS NOTE: 1 1 -800-422-4133 28765 SINGLE OAK DRIVE,SUITE 250,TEAECULA, CALIFORNIA 925110 ALL DIMENSIONS AND ELEVATIONS (909) 676-8042 ARE IN FEET. TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE P0L%1 Designed By Drown By Checked By CITY 0 F T E ME C U L A Drawing No. 10-16 RBF I "AFII fflo"r�4r'JT or k-4T IG /��- ,1 T, GL AC/GL RECOMMENDED BY: DATE: �• DEPARTMENT OF PURL I C WORKS Contractor "1-?5 (Z.� �HANvE f�Tl�'R1�.1T of LST ZI -s1� Horizontal �� F �� Plans Prepared Under The Supervision Of ACCEPTED BY: � or, _ DATE: B //f'! TRACT N 0 . 24135- F 7-rNO. I 7-'1 Inspector SEE SHEET 1 I 20 46393 Dote PRINCIPAL NGINEER, FOR TY ENGINEER * EXP. 6-30'� * GREGORY T. L LANs RAYMOND A. CASEY PRECISE GRADING PLANS Vertical crv1\- \r Date completed N/A Cr %E R.C.E. Ne. 48393 Expires 6-30-96 R.C.E. Ne. 41880 Expires 3-31-96 LOTS 9 - 2 I3 Sheet of 31I J . N. 400684