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HomeMy WebLinkAboutLot 6-26, 62-70 Precise Grading GRADING NOTES Traiat No . 94136 1k 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. R0� ■ NG PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE R t► 2. MINIMUM BUILDING recise Gr ding an ( � s SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM �lti OF 2' FROM THE TOP OF CUT OR FILL . 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . SLOPESTr act 2 136 -- 3 �► VIA RAMI q0A 4 4. PROVIDE 5' WIDE BY, 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ' PADA FILL SLOPES OVER 5 HIGH. orni a CP►� a 7 ys- 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ROAD PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS \ � � Q OVER 1 ' DEEP. 7 � 70 58 S ARKMAN 43 � C� 37 � !� P 38 LEGEND � � � 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECUL00 39 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH0000.00000 e 69 59 42 41 40 $5 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB TC rq �- 4s So 51 52 53 54 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, p 55 se 60 48 �` ?10 P I GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE I � 9 2 47 FZD• M 77 A 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG HIGH POINT HP 10 . 67 61 '� q 43 72 TOP OF CUT SLOPES. 44 41 "a % 03R' 46 24 45 42 40 39 1 HWY. 79 WAY 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE N NCO= FG 11 2 66 62 38 ONE FOOT. W3+ 73 F I N I SHED SURFACE FS ...a 12 65 63 C AM I NO R,q B 37 � 74 TO SAN DIEGO EGO q�0 36 �o� PROJECT SITE 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF --C Qz THE PRELIMINARY SOILS INVESTIGATION BY: GARAGE FLOOR GF 0000.0 >035 �J 13 64 23 24 25 26 34 ~gym HAL BE SUBMITTED TO THE PAD ELEVATION PE 0000.077% 22 27 28 TWO SETS of THE FINAL COMPACTION REPORT SHALL 14 21 84 � VICINITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 29 82 MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 1 19 20 76 30 _ NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. I 18 - _�- 31 WATER SERVICE ----� T 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 17 r Rq 32 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE S 15 1s - 0'T e 33 jA REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE /, 5 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR r ,9 22 �� � �4'y 23 EACH LOT. DRIVEWAY / - - 4 24 3 11 . CUT SLOPES EQUAL TO OR GREATER THAN5' IN VERTICAL HEIGHT AND FILL ~ SLOPES EQUAL TO OR GREATER THAN 5, IN VERTICAL HEIGHT SHALL SLOPE 77 1 1 '��Q, �" 2 C7 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE -- - - �-• ):> 21 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER /12\ 71 1 I--- 20 19 HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 1" ;r PAD ELEV. -0. MIN. 0 �. UNIT TYPE/ELEVATION Z A A 1 �/::GP` 55 72 � 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 1. BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS INVERT ELEVATION IE 73 CMLLb- MATERIAL. 57 K ? K ? _ 74 TO BE PLACED THE TERRAIN BACKWATER VALVES 0g) - G 58 1 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS ,r' 75 76 ~--+ MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. I' Y 9 59 S4 C 1 2 3 1 1 ,Yr. 1 ,1V. I PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF J so 4 I 1 FILL MATERIAL. is 1 53 1 5' B 5' 5' B (� C 5' C 1 �� Ooff S 5 52 1 MIN MIN MIN MI 1 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF i r= ,� �. 1 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 27 �P�- 50 I I P �•. 1 PAD PAD 49 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO � I 28 G D FF FF z ADJACENT PROPERTIES. 35 34 30 29 48 doo ? 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 33 32 31 47 _ - I 16 >K 16' 1 Y THE DIRECTOR OF PUBLIC WORKS. '' 1 MIN. MIN. 1 B � GP`"� 45 � � SIpN 1 _ I 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 44 11 S�gDZv R� I z z I 1 NDA TRa 29431 I zTO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 43 � �pU - o,� -caq MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO 42 • • �oz NM DURING GRADING OPERATIONS. 1 41 PROTECT ADJOINING PROPERTIES �a 40 � � �q 36 39 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) 37 38 FEW, SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. � 78 - TYPICAL SIDE YARD DRAINAGE 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING --1 .r DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE A PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- Q 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 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. 5' MIN. 6" MIN. PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 150 0 150 300 450 6" MIN. , SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 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 GRAPHIC SCALE LOTS INCLUDED 10.R. 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. 12" MIN. 12" MIN. E a 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 �, 52 S0' IJ 50' --I " 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. o TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 12 MIN. ABOVE PAD ELEV. 21% MAX. MIN. 21% MAX. W N Nll 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ROUND OFF TOP SECTION B L' THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 1 B 0 B P/L 5' Uj ►n e o co co 0 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED co M TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 5' MIN. P/L 3' MIN. 1 ' MUDSILL MIN. s" MIN. SECTION A- A. TYPICAL FOOTPRINT FOR REAR YARD SLOPES GREATER THAN 5 IN VERTICAL HEIGHT W SCALE: 1 " = 40 ' 12 MIN. 2: 1 MAX. PO UNDERGROUND SERVICE BENCH MARK SOURCE OF TOPOGRAPHY OWNER DEVELOPER NOTE 2% MIN. 6" MIN. p PLANNING ■ DESIGN ■ CONSTRUCTION B A S I S OF B ALERT COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428WOODS I DE HOMESCq 2 1/2" BRASS DISC IN CONCRBF CONSULTING. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX. 1-11 FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 27555 YNEZ ROAD, SUITE 400 23121 ANTONIO PARKWAY CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. SECTION C z CALL TOLL FREE ■ ■ ■ 77M�ROAD,SWE400 IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE TEMECULA, CA 92591 SUITE 120 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF PARCEL a 1-800-422-4133 TSW<ULA,CAUFOF�IVIA 92MI-4e79 F PRODUCE STAND M I DWAY BETWEEN P.P. 75580 AND 909 676-8042 RANCHO SANTA MARGARITA, CA. 92688 MAPS I N THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE QLDO3--148GR CONSULTING 909.67 .0042 • FAX 909.676.7240 • www.RW.com (GT 2453) 300 EAST 0 ( ) o „ P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. do S. SET FIBERGLASS PATE 3-24-99 FIELD SURVEY DATA (949) 858-4980 COUNTY, CALIFORNIA, BEING NORTH 16 56 06 WEST. LD01-163GR z Two WORKING DAYS BEFORE YOU DIG WITNESS POST 1 SOUTH OF MONUMENT. i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK ALE �pIESS1p DESIGNED BY DRAWN BY CHECKED BY Drawing No. o 0 �'�� C.M. & T.B. C.M. & T.B. M. TYLMAN 1 CHRECOMMENDED BY: DATE. CITY OF T DEPARTMENT OF PUBLIC WORKS � 5/7/03 RBF ANGED FOOTPRINT ON LOT 9 TO MINIMUM ��� ��` A. j e SETBACKS. HORIZONTAL ,1`� �� �` yap P I an s Pr a red Under The Supervision Of lL t� e s o Contractor .� �y - ACCEPTED BY: 9DATE: / PRECISE GRADING PLAN 1" = 20' No.43090 Date: 2 b DEPUTY DIRECTOR OF PUBLIC WORKS _ LO Inspector � Exp.. 3/31/04 ,� RONALD J. PARKS � TRACT N0 . 24136-3 Q VERTICAL Jr �I V 1 V ti� M CHA L A YLMAN - LOTS 6-26; f 2-70 Q Date Completed eted �lF �o�� 3090 3-31-04 'rf==_visas--= a P N/A OF �A`1 R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 ,� SHEET 1 OF 4 i .c._ 112 . .............................. 2. SL Opp 111 1 R ,_ 2 4 13 6 2 rRAC TBOUNDARY q �2 �- 74.88 •� \ I 117.2 ��• 74 ! 4 ga 116.2_ __._ _ TS -y 88 TS C L 1 CO bf C cr, _ C14 40 1 - TS - .O 1S 7' '15'5 C-4 ----- _ . 92, 1 13.7 �, z - FL 7b 3cp. I , FEDD FF = 1115.9 O �\ \ _ 1�A -c�• 4�� 'p •0 PE = 1115.2 3 Z ��' 1 'O REM .2 1 �, 22 17.2rys L o N FF - 1116.9 /� ® FG •5 '� p �'� �`' 1 rn - - - PE = 1116.2 16 2 ,6 13.0 2 _- ��'S rF '� FG I _�� - ,�_ GARAGE�0�2^ FF T 1117.9 11 .0 - 10 _ \ -� --I 3 PE = 1117.2 N �.r _I / o p FG 3 �" DRQ 0.2 78' .3 - HP--FL \ -a GARAGE N 1 .A $ 10 \ (R FF = 1113.7 '� - 1 ��, [PE__= 11 13.0 FG 1 r b v, a? 1Fj• I <t \ 4 �y G� N i O le-loo, x. 1_0 GF 2 115.2 EX. TIN n�5 EX �' _ �� \ ���� ► �j 1 F\. =1115.4 116.2 � ��. 0 Twti a9 j \ o .�. 1 13 ae 7' 8 16.6 177 .. / �J, \�4 � . C. j ►� C6 _ 'ti 06 5 FG1 ? -- �' _ AD* � G7 \.101< � 8 97 ' .3 3 - DBW 5' z 10 \ '�r ` ' ) n � �• • • 166 ��lel11 .A •� 0 °IQ 4.45 �, , -� V" l _ 6 �� 4 �'' 6' �, N� �� N rL .2 TIM 7.46 2 57.46oN • 1 q7 �,► �'. w w 5 R/w \ FF = 1112.0 - �- -I ^ o '� PE = 111 1 .3 � •a, `moo �%` �. 1 S \ t� ` S/W�-� S w - .�•0 r� \ r C� S 4' t}6 �'. c!� App C!�LP / C FG •0 �0. `�, 7� Q'. CURB k GUTTER coo a • '` P CK 3g, Cb \ N, '1 \ �f \ 5 rn \ �_ - - - - - 1$ --- 8" SEWER p �I + / ` > & 2. 00% _ a,FS6 c °' E3 o)1g GUTTER ALAREZ 8" WATER- r2 o _ CURB tk• N cps / \. / Q' C 00 \ ` o. rn R/w--�. w S 84.47 - \ S o, - 77� -11 LA CD 00000 A8 s�s _, ni \ o / 2.3% C'AT S ��-� - �Qw B 11+ GF=1116.0 co cry' v 1 LP GF=1113.9 16.B6' �hG N 4- o N \ G •�CD - �� GA OPE 3 v- -4 .� -6 �... CP CNN 0.2 p DR0OP 4• 4 9 11 a / 7) o. GARAGE l h / 17. / o -z 4 cc �- G GB 3 CNV 0 ® _ 4 4z • %f =` FS I FF = 1116.7 .2" `O .2 JPE = 1116.0 FF = 1114.6 0 0 0 / $.- �� 6 PE = 1 1 14.1 16• �S p 17• FF ' 10.9 NN °_ .� \ - 51 G _ o 5 FG j� 11 . ^7 F /6 .� 17.8 F-G pf _ rr •2 �'/ �� o �?.� \ �� '� 14. 1 x'24 FG s � .3 � G 15.9 .5 �� '��• �, rW ' s 6 'per 2 TF N '�`�•�F� h >> ' .� NOo / 2 w T F6_71 11.4 - - � 1 0_ 117.0 S T \ � •o 3 FG z - TS 53. 19, 7 -� °. �- TS 8.8 17 FF _ 1112. o � ,� ,�� 19� / E PE 1111 .14' '�t1� 53. - / 00e _j TS If I N n 70 S�ODE........... Ld V rN U a. . � \ N / o Ile N / ry0 �101, I �v w rZ I UNDERGROUND SERVICE ALERT PLANNING ■ DESIGN ■ CONSTRUCTION N 20 0 20 40 60 CAL. TOLL FREE 27W5 YPEZ ROAD,SUITE 400 QLD 0 4- 14 5 G R o 1-800-422-4133 ' ' ' TEMECULA,CALIFORNIA 92 M C� ALD03- 148GR CONSULTING 99.676.8042 FAX 9M.676.7240 www GRAPHIC SCALE � LD01-16 3GR Z TWO WORKING DAYS BEFORE YOU DIG J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY Drawing No. SCALE Q�4FESStp�f RECOMMENDED BY: DATE: g CITY OF TDEPARTMENT OF PUBLIC WORKS 5/7/03 RBF 1 CHANGED FOOTPRINT ON LOT 9 TO MINIMUM �p J, l TCB TCB M. TYLMAN It Contractor SETBACKS. HORIZONTAL ,`�� �p ��, PI ans Prepared Under The Supervision Of �.,�( o It 0 SETBACK CHANGES To LO 11, ,69 , n - ACCEPTED BY: DATE. 4 PRECISE GRADING PLAN 6/04 RBF 2 TO REFLECT AS-BUILT CONQ I i"I 6i S. - 'O Ins ector 1 - 202 LO NO'gg417 'd Date: z� �"'� DEPUTY DIRECTOR OF PUBLIC WORKS --- TRACT NO . 24136-3 , PHASE 1 p Exp. 15/30/06 �} &tX4 RONALD J. PARKS VERTICAL 'rf c 1 Y 1\- '� MICHAEL J. BOECK d CALLE BALAREZA , LOTS 6- 11 & 67-70 0 Date Completed elf�E��� R.C.E. No. 66417 Expires 6/30/06 R.C.E. No. 19744 Expires 9-30-05 'r� ;i9a SHEET 2 OF 4-AN/A OF C 1►� + 0j 60.00 60.00 60.00 60.00 .0 3 T00.4 �.�'�s� 102.8 ��-L 105.2 107.6 S� 1 x �' .,•O FG 11r �1 x TSS 1 r 1 TS •d, TS 08.4 N 01. �` 01.4 0M4.0 FP-FL 08.2 co '%01*J0 W) 1% N 1% / 08.8 9D�D pFL Cq Im z FL FL % FP-FL N 1� - i � W-FL ,-, 0 99.2r 06.1 FL 01.8 03.5 _ 0 06.0 11 01 01.8 FL o 03.8 r` 99.4 99.4 FG 5 FL FL 09.0 09.0 oFG G oQ 04.2 04.2 06.6 06.6 ss FG FG ir0 1 5 �W G �w FG �W J W FG � 5 2 1 4 _ 1 , 3 3 0 © o0 _ _3 ® I .3 o FF = 1 I FF = 1107.1 r--- o 0 0 099.9 oO FF 1102.3 1 .• IPE = 1106.6 I _, FF = 1109.5 0 5 PE = 1099.4 I PE = 1101 .8 0 •2 FF = 1104.7 I _ o�4 PE 1109.0 5 -� PE = 1104.2 2 1 . ------- I .6 5 SCO r 1 , 5 O Z----- I I o Q 2 --- L-GB o�5 -----_. .._ - -dB o I I �_, .� �.......----- 1 i7 M r 5 102 0 .0 I 1 1 0 99.3 2 0 0 I 00.8 1 o o •3 06.4 0 •6 1 FG 98.5 N 1 11 FL--GB .4 , N "O FG "O I -GB I .Q 3.2 OS• 1 7. 99.3 FL- -Gg 1 3.0% I Q r- 08.0 \ FG 0© = GF 1104.2 FL-- _ GF 1109.0 FL-GB = 1099. 01.6 G " - 03.8 04.0 +t GF = 1106.6 08.8 k I \ N M� 01. '4; FG FG °f 08.3 FG 3 FG \� �' $ ry ,13 N ^7 8,� .- \ P, FG R w 1 \ �i ��O ��O •06 Z tr .2•4X FG S/w FS M.00 w o� 60 00' �► \ .ems'o� fi0.00' - ' .� �o C 00 + N + 11 + N + j �rn � w s 14• w s 1oti• w s - log• w s 10 in1Q� . 4.00% . SEWER 13 1 14 15 11 CALLE BALAREZA N O w T` LOo WA �o • �G ,p�. in II04 W s 31: w s w s w s � w s S/w N wrrr j 31; rrrqtII �� 49 60.00' UU 1100.3 2 1X60. �, 02.6 .,�� 60.00' �!� C�' 60.00 0� 'f4' �'� t5u �� R/w � FLAB� � °'��'� / L �•o�" ��5 B -f / � �F5 •� �• ,� �, �F5 0 11 �� 4y ? 05.1 A 4v, ar * °� 6.7 97.9 '1 FG o v+ 03.4 o OZ_8 05. 'S 08.4FL-GgFG 07.6 93.68 FL-GB GF = 1101. 03 FG 03.6 96.7 0 FG = 1099. o ® 3.O% '�g �. FG 05.9 FG 1106.3 = 1108.7 0 0 GF 1103.9 06.1 /07.6 O3 1100 5 L- I 9G O N I O o O I FG 0 08.4 I o Q 1 I 1 .22 c4 FG �•' o® I o O I 1 I I I L------•-••-�---- L__...----._.. -- .2---- 01.3 1 00 0 0 FG I 5 oo L-_------ 1 ' .33 o N - I �w � . I aw 3 . I g ® g V . ,1 sw I oQoI 1 0 1 s4 0 ® g .O FF = 1099.6 1 5 5 IFF = 1106.8 PE = 1099.1 IFF = 1104.4 PE = 1106.3 FF = 1109.2 1 0 1 - o 5 - 1 1 FF - 1102.0 _� PE - 1103.9 5 PE 1 08.7 = . I 05.8 98 4 99. .1 1 5' 1 !� PE 1101 5 5 -- 99 o FG FG 01.2 1.S 5• 08.3 FL 0 0 FG FG . 08.7 06.7 FG FG 0 98.7 o Z 1100I I N .9 03.9 '9 05.7 �I 0 FG 5' c� FL - 1101.0 I o FG r 1% +e �+i7 FL 1 x �--- o Iz o 08. -� •� '�' 98.9 5 AFL• -.... J 03.2 _ 03.7 o z 03.4 N i 1 1 X FL 100.1 N �Q�' 01.3 N FL o FPI. N FL 06.1 N 1 FP-FL Z 9 0 08.0 N r TS p3 •fir co �-p fL 1 102. 102.5 HP-FL 6 '9 ...._. �. 107.3 5• FL FP-FL Ile ( 4 TS 75.00' 60.00' TS b• TS �. 60.00 60.00 TS 60.00 PAF: 90.21 \ 5� \ 100- • a 1095 , o Go N 20 0 20 40 60 3 N GRAPHIC SCALE N CD a 0 N I W In Q a r) UMERGROUND SERVICE I ALERT PLANNING ■ 0198IDN ■ CONSTRUCTION N C� CALL TOLD. F1ZEE VW YNEZ ROAD,SU 1=40a z 1-800-422-4133 ' ' ' 1EMEcuLA,CALIFORMA 92591-4679 C 13 N S U LT 1 N QI 909.676"2 ■ FAX 909.676.7240 ■ www.RBF.com TWO WORKING DAYS BEFORE YOU DIG LD01-16 3GR Z Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH1WARK SCALE Q%z F E S S 1 pa' DES I(DIED BY DRAWN BY CHECKED BY r 4OF Drawing No. o p M. TYLMAN RECOMMENDED BY: DATE. ` CITY TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL w�� rl��y `^� I ans Prepared n er The Supervision Of o ACCEPTED BY: DATE: /t �"� 0 1 = 20 ,� No.4309044 PRECISE GRADING PLAN o Inspector °� Exp. 3�3 �� ao Date: Z DEPUTY DIRECTOR OF PUBLIC WORKS - �n _tl '¢ MIC AEL TYL RONALD J. PARKS TRACT NO . 24136-3 . PHASE 2 Q VERTICAL sf c 1 �. ��! CALLE BALAREZA , LOTS 12-16 & 62-66 Q Date Completed R.C.E. No. 430 Ex i res 3-31-04 R.C.E. o. 19744 �r ------ o N A 0� C��- P Expires 9-30-05 rfis8s:: / � SHEET 3 of 4 r r 11 0-o doo dollo 000 _ 1 FG g9•k _ 97.2 FPFL -fL� / s•28• r' 96.9 � N 1090 � 93.6 FG 3 / / 1 93.4 FG f AA � ��\.$ -.. 1095 ,� . FL _ 96.1 95.9 24. 1 94.6 53.53' 95.6 15.56 FP-FL FL g� 97.0 FG 95.7 �o_ �r 93.1 G 94.4 I \ FL 96.3 - C 96.5 .6 FL FP-FL I \ o, FG 57 CD 44 FG \ / 93.6 8. 12 X N "' \` \ FG _ I r- 95.4 \ FF = 1097.9 •o 2 93.9 0 z 94.1 � - Jz \ Z$ 96.3 PE = 1097.4 0 f W ^�� J r1 2 FL 95.2 FG \ ee A / I .35 11L / - .6 94.6 ..rr• FL ® \ 5 96. FF = 1094.1 r FG 6' I \--J/ 0 97.3 �r� FG 0 PE = 1093.6 � � • FG �• Z 95.6 -o / o- c-X�` 6 FF = 1096.8 •� 4 I / FG o \ ' Q Q I ® PE = 1096.3 46 G 93.5 95.6 �, o 0 96.1 FG FF = 1095.1 I 3 95.r, \ ' • FL-G8 -+�' / 7 I - 094.6 FG ® FL-GB PE 1 94.9 92.7 FL '- 96.0 "o o // I FL-G8 F = 1096.1 \ FG aft. 93.6 I F \ .3 96.9 PE = 1095.fi FS 0000 FG 3X N 94.6 r-- I ` \ 1 3 at FG �_ \ `�' ` 1p93.8 FG 0 93.4 I \ 5 ; _ 94 f .6 95.0 12J 1"� 0� I \ L FL rn FL � • � / \ .1 96.3 I/ FS? 91.83 �' \ 95.5 FG `�' v_ 0 0 FS �� GF 1094.6 2 o I ` \ FG • 1 94.4� '.� 6 FG \ 6 N 2. 1 _ / 95.6 g• :� S w S / 93.5 FIG GF . -�. 1 �- 00 �•ab \ N FL GB I � 92.42 00I 9� "� °gs rn 94.4 goo g3 �' ��' T FL Qj CA*00000I C S r-r- � F'S R •� � 55.6x' o w SL / S. 31.31' o mac, �� o w s w s / - �6• h / `�• w S R� • / I `°��' S w o m / - , S w CALLE loo, ry� .iE'` 3 g �. g�•�� rn, 94-58 115-$ \ �� ► \ G s o, S �• S a '" FFS 95 91 . s.4 o w N � 0o, ' � . 39 s w / 79 w s g \ I FS v u • FS 58. 0 91.91 -o' �. _ 92.10 -� • 92.68 93.03 �. \ 095 01 93.6 h FS _. ri 92.48 M rn -ES �' FS \ °�°• 95.0 to ` \ O 92.8 93.6 (, - _ FG / r- FS ^ LO •- - 05, F 1 O95'4 3x j 'cp .2 1 93.2 �� 94.5 \\ t a� FL-G8 O FG 093.g FLAB - O O 1 / 94.2 i O o 7 97, FG = 1094. 7 v - .4 +94.0 \ g FL \\ 0 1 0 v 92.6 94.2 .5 FG � l . 01.901.94 / FG ► I o .2 ® 95.1 -0 G \ L FL-GB o � 6, � • 0 9 .0 i o 4 93.6 \ 00 FF = 1096.1 1 O FL-GB 4 FL-G8 94.9 _ \ / I PE = 1095.6 III 3 I -- I ------L_-_...J FG \ ` 95.6 6 8' I L_-._., ---- � o03 FL-GB 2 �- _ oU1 G \ 93.8 FF _ 3 4 FG E _ J 43 I ® I oO ® 95.45 95\ N b P 1 9 8 - FF - 1096.9 G \ .B o cp 93 n I 1 PE = 1095.4 z� 'P. f G 93.3 FF = 1094.7 I FF = 1095.4 0 20 0 20 40 60 FL o � �, 93.d I PE = 1094.2 1 o Ul PE = 1094.9 °' 94.9 95.4 - 2 95.4 °��.� • FL FF-FL f v 94.2 I FG N -\ �..� E a+ 94.2 FG 5 94.9 .4 • �/ 9,40 a FG I "'\o �. 7 GRAPHIC SCALE 0-o 3.6 � 93.1 FG FL � Z 1 as '�'� o -FL 1 x ' FL 94.9 0 _ l C, q5.b FG "' -01, ►� 93.7 _ 95.2 FG _ W N � �.5 O z � J I 94.2 o z I o (�]1 � � �' � I-P�L O _� 1 - F L r - t�+ - (/1 u' co 0 1to 94.0 S �.- ---,- .,� 71.38' N O / �$ FP-FL $ FG 94.7 9� 95 •Z - 9�•9 FP--FL ,� FG I FG 71.37' 47.®0' 87.16' N 90� M M O a 0 r7 I W d d M UMERGROUND SERVICE © ALERT PLANNINA ■ DE816N ■ CONSTRUCTION iD N CALL TOLL F (.a 27M YWZ ROAD,MMWO Z 1-800-422-4133 TEWCLA,CALFOAMA 92591-4679 Q CONSULTING 909.676.SM • FAX 909.676.7240 In www.RBF.com Two WOWI NG DAYS BEFORE YOU D I G LDO 1-16 3GR a CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK 4�p ����I E�S S 1p� DESIGNED BY DRAWN BY CHECKED BY � TEMECULA Drawing No. oSCALE Q J. EVERS J. EVERS M. TYLMAN RECOMMENDED BY: DATE: CITY OF DEPARTMENT OF PUBLIC WORKS � Contractor HORIZONTAL '� l�'y P ans Prepared Un r The Supervision Of 4fl /t „ ACCEPTED BY: DATE. /� �/ o 1 = 20 w No.43090 PRECISE GRADING PLAN Inspector it exp. 3/31/04 , Date: Z d RONALD JDEPUTY RECTOR OF PARK PUBLIC WORKS TRACT NO . 24136-3 , PHASE 3 �' VERTICAL P �� MICH EL A TYLMA Date Completed eted �� ____________ CALLE DALAREZA , LOTS 17-21 & 22--26 Q p lF p� R.R.C.E. No. 43090 Exp i res 3-31-•04 R.C.E. No. 19744 Expires 9-30-05 �faf i/ea: a N/A � � SHEET 4 OF 4 •