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HomeMy WebLinkAboutLot 30-60 Precise Grading GRADING NOTES Tract ..... 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING No . 24136 F= 0 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. • ROS 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise a SWALES SHALL B A MINIMUM m t E INI UM OF 0. P A �ding 2 DEE AND BE CONSTRUCTED A MINIMUM �n � OF 2' FROM THE TOP OF CUT OR FILL SLOPES. Ir JtiS� 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . a ses T VIA RAMI 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL PAUBA FILL SLOPES OVER 5' HIGH. of Temecula ate aliforniO- a cIn City � 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 7 � TZAR r � SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SAN Rpm PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 , DEEP. a` 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEN D `• 4 P4 �-- ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00 2 4) GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB TC ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, -r R, 24133 ,� $ �� ,.� p�CO GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE Ip,� P Q '° r . 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. HIGH POINT HP 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FGo e ,�� gCAMIN "'` HWY. 79 ONE FOOT. � CP�LE ee CAL TAR FINISHED 9° 'e _ r--� o SURFACE FS e ° j� 36 � �' TO SAN DIEGO 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY. CONVERSE CONSULTANTS GARAGE FLOOR GF 0000.0 JANUARY, 21 2000. CIO ►. c,, 0 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 IV ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- CIOg 6° T� UTNEHME `� J : VICINITY M MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 g -0ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. NOT TO SCALE 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WATER SERVICE -----�W A A<<RIz �' , DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE co SPPR��F r REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICEN TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR , �, �, ,�F, �e ,� 8�j�'RA EACH LOT. DRIVEWAY 0 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SLOPE BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER /12e, GP CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. o a �� AWARE HIGH POINT UNIT TYPE/ELEVATION 2/q PAD ELEV. -0. YIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS v ° 9�� �� CP�LE e A BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS INVERT ELEVATION IE ��. MATERIAL. WIN 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN BACKWATER VALVES BW �� a `'� A MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. �° I PREPARATION SHALL BE APPROVED BY A REGISTERED ENG I NEER PRIOR TO PLACEMENT OF FILL MATERIAL. IPA `V, ( I 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF t'� / ¢ I uIN B �IIN MIN B 5' C 1 I ,rlaa) �I I PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL -' O, I I SHOULD BE PROVIDED TO PREVENT PONDING %TER AND DAMAGE TO �D •i' � � Z ADJACENT PROPERTIES. PAD r CQ y, ,� I PAD PAD I FFFF z 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED ` o`'' BY THE DIRECTOR OF PUBLIC WORKS. e� v 16 K K 16 i I � q� oQ� I . I 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE ., I MIN. MINI TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE z z MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO bz _ - v z PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) // �,P�' SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT // / z R W AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. t Q4► 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING \ G C'! TYPICAL SIDE YARD DRAINAGE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- �\ r-9 �� DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE � TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- \\ � -9� ` CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL �\ y� 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 R PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 6 " MIN. 5 MIN. 5 MIN. " MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 3' MIN. 1 ' 1 ' 3' MIN. 6 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT SCALE: 1 " = 250 ' MUDSILL MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. LOTS INCLUDED 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT ;4 LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. ., . 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 60' 12" MIN. 12" MIN. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 60 60 12" MIN. ABOVE PAD ELEV. 21x MAX. MIN. 21% MAX. E 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE g THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- ROUND OFF TOP SECTION B RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 2 _ 3 P/L N REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED �n 0 e 0 e 5 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. nco e LO -"- 5' MIN. P/L 0 3' MIN. 1 ' MUDSILL MIN. SECTION A- A 6" ,TYPICAL FOOTPRINT MIN. FOR REAR YARD SLOPES GREATER :,a g SCALE: 1 " = 40 ' THAN 5' IN VERT I CAL HEIGHT 12" MIN. < Q UNDERGROUND SERVICEBENCH MARK SOURCE OF T P RAPHY OWNER V POF 2: 1 MAX. ALERT PLANNING ■ DESIGN ■ COPISTRUCTION BASIS BEARING N OTE 2% MIN. MIN. COUNTY OF RIVERSIDE B.M. NO. T-1--81 EL=1026.428 RBF CONSULTING WOODS I DE HOMES 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 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 YNEZ ROAD, SUITE 400 23121 ANTONIO PARKWAY CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. ca ""L TOLL F 27z Ro'�'SURE 400 TEMECULA CA 92591 SUITE 120 23432 F FILED I N BOOK 159 PAGES 38 THROUGH 61 OF PARCEL S E C TI 0 N C- C Z 1-800-422-4133 ■ ■ ■ TEMECULA,CALraHw 9250-4679 I N TEMECULA 53.3 SOUTH OF CENTERLINE HWY. 79, 3.2 EAST OF GT POLE � � o CONSULTING 909.676AOQ m FAX 909.676.7240 a www.F Wj=n (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 RANCHO SANTA MARGARITA, CA. 92688 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE Q P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. is S. SET FIBERGLASS DATE 3-24-99 FIELD SURVEY DATA (949) 858-4980 COUNTY, CALIFORNIA, BEING NORTH 16'56'06" WEST. TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. MIN LD02-062 G R CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �C S S f ON DES I GILD BY DRAWN BY CHECKED BY � Drawing No. C. MCDANIEL C. MCDANIEL M. TYLMAN RECOMMENDED BY: ANADATE: � PZ CITY OF T DEPARTMENT OF PUBLIC WORKS d A. Contractor HORIZONTAL Plans Pre red Under The Supervision Of g1 ~ _ 2M ACCEPTED BY: DATE. �. PRECISE GRADING PLAN 250' No.43090 Inspector DEPUTY DIRECTOR OPUBLIC WORKSExp. 3/31/04 Date: RONALD J. PARKS TRACT 24136-F . VIA BEJARANO LOTS 30-32 �' VERTICAL `'t' C I V �- ��! - _Y - - < Date Completed tF � R.C.E. No. 41LIMAN 90 Ex i res 3-31--04 R.C.E. No. 19744 9-30-05 �f�;- =:Ia-- CALLE BALMEZ LOTS 33 41 , 57-60 0 OF C�� PExpires �,� - a. iiiiiiiijilillillilliillillillillillillill�illillillillillilI N/ACAM I NO CAL I AR I LOTS 42 56 SHEET 1 of 5 1 109.43' 1 1 - 76.2 I 1 - - 10' - r TS 1 20' 20' 1 - 73.g 1 • 1 10 10 74. .ss 21 ssss p oO FG o 1 C �'y 10p� 1 60 ' 73. .50 1 1 11 E GS � FG 1 1 i 1 rc _ - 3. 7z Tag+ .36 1 0% MIN p, 73.4 y w=24 9.9x 1 1 • 1 -GB `` 1 --f PE 2•ox 1 1 76.1 1 .2 -1 �- .7e F 1 . °Q � +�2 FG 121.21 73.9 1 74. 1 ww24• MIN - I rL 74'4 1 FG S 1 FG t N W 1a' 10' - 1 74.5 1 FG 16.8`1' - 2 1 .. �3.%F o � 74 175.51 • _ TS S FG 73.8 I ' 1 74. ____- 1s W 73.0 10,.4 1o' � � FF = 1175.1 rL"G .0% MIN 2• PE 1174. _ I _ N N � �t•94 ` �� M N 1 8 a rC 15.E p 1 10 10 �9' 1 1s' 011 .4 ® Q 1 10� 74.4 73.2 1 I .6 Q5 �I 73.7 73.4 1 74.4 FG s AFL 73.2 FG FG __ 71.8s N FG 1 2.0% 1 7 a% MIN 30.12 rC 39+2 .94 F D 1 MIN - 1 54 - �, -_ - 1 .8% w=2 ' 1 I 1 _ L t .5 _ - 1 .0� MIN 1p' 72.5 1�' �`' '1��12.8'�G - 1 75 e►s - -. 1 o GB g+ .44 - FG 117. r � 0 1 4 O � FF 1174.4 10' 0 lO 73. �, N=2 I ?�T - S PE _ 1173.7 _ 1 • 73.7 Q 1 FG _.. FG 1 .� 10' w g•1x ' 73.7 1 S 71. j �► 73.6 IrG 42.74 1 1 w TC 72.3 G a 72 .8 TS'7 1 73.5 M N w 1 1 .0 IN FL 1o4i - - I fit- 15 21.19 1 1x.31' 0 72.9 TC 10 1 o I 10 2 10.173. FL HP 1 3.7 2. .4 01 FG 7 1 N -GB 72.8 I D FF 1174.4 FG c� _ PE = 1173.7 'mss' FG 1 _ $ 72• 'e• �r•rt �, 1 MIN 73.7 _ rc 3.17' FM EC „ I N I N 1 0 �W FG - w�m 13.8% � 1 17 7 0% .8 72.9 _ -r o N I 15' - - 16 I0 - w - FF = 1173.9 ILn 49 PE1173.2 _ C� ;a 72.9 73. 1 ,�. 70-67 71 .6 FG Q FG 34.66' ' r swoopTC 10' 0 ,�o I 1 .O% MIN .619. 72.2 13Z^ ro2 ro y 0 _ :Oro o __- - ` �4 y�r, 0) _ / MIN �� 72.7 ai h - FG / �� 9 ` 74.2 o' A• TS S CV 3 O . 97' .4 ' 8. ' S 'w S ,7. - 1.4% -a4 �* 71 .3 �• �o �GB vi 71 .5 � � " � � �-dB 72• � _ r r�3 / a� 2 OF 1172 7 72.0 \ r0 Gr. r .9 / 70.7 1172. o .1 72.3 1 FG r . d / / 7670 1 _ o G \ �• 1 1 F 1 . \ .9 71 .7 1 0 '1 � f \ 1 FG , r 1� , 0� N '0 M o u I N l E CN 1 0 1 EEx1 to \ 71 .9 � CDr 172.5 1 1 +� .7 5'1 FG 11 71 .5 Y N 1 Z 72 \ 1 1172.0 7 G•0 1 . 72.5 \ b1 / o 1 1 FG � 72• , 71 FG - 1 z \ 73.9 /TSa 1 0 a� _ 71 • _ - 1 °_ FL�-�P ,� - \ 20 0 20 40 60 CL 1 _ 71 NP 1 - � • o GRAPHIC SCALE r 1 w Y 1 73.5Q UNDERGROUND SERVICES TS x2.69' f ALERT PLANNING ■ DESION ■ CONSTRUCTION 1 1 73.0 36.78' CALL TOLL FREE 1 TS 32.37' � 170 27'.fC�YWZ ROAD,BI n 400 0 1-800-422-4133 ' ' ' �Ecu�A,CALIFOF�NA 92991-467'9 1 z C O N S U LT I N Q ING.6NAM ■ FAX 909.676.7240 ■ www.RBF.cam TWO WORKING DAYS BEFORE YOU DIG LD02-062GR Z Q i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE oo V I S s 10N' DES I GILD BY DRAWN BY CHECKED BY Drawing No. o / M. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE: �' v Z CITY Q F T E M E C U LA DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL `���0 `� A ly�� �y � .�v PI Pd UnderThS Plans re ed e Supervision Of o 1" = 20' � ' No 43090 yACCEPTED BY: DATE: 5/ 'aZ PRECISE GRADING PLAN o Inspector Exp. 3/31/04 Date: L DEPUTY D I RECTOR OF PUBLIC WORKS , 2 RONALD J. PARKS TRACT NO . 24136-F . PHASE 5 Date Completed VERTICAL �r' el Y�` ��� M CHA L A. LMAN �� -_ �� VIA BEJARANO - ~ lF 1F�� R.C.E. No. 090 Expires r es 3-31-049744 - �f�f :::989::: LOTS 30 32 0 NSA 0�' �,� p R.C.E.R C E No. Expires 9 30 05 . CALLE BALMEZ LOTS 33-35 60 k 61 SHEET 2 0F rj ! .79' - - -- -- 4.7'd' ')7.52' 24.32' - - 69 - 53-2.3 78.7 - T11 FG m rS I 77.053.37 I - .... N _ 76.6 I rs z4. l - - 17 E-HP .- I " I Imo , 76 z .2 I n I o ? 75.0 TS I 74.6(0 4.6 (14 I I 77.5 I 76.2 76.8 76.2I_ I FG I 75.8 I 75.2 HPII k-HP I FG 74.6 - I I - 77.1o 3CIN 77.1 - I FG 8 75. 1 - I. 1 6-4 z k 1 z 1 75.2 1 t � � I. � � � 1 I FG I - II ,- 77.7 FF = 117 76.0 I I I- 77.7 � FG � I• PE = 1176.8 6 FG 76.0 I FG L o .1 z 2 FG I I o 0O I- 4 I xbe r I E 1175.2 I J I o PE = 1175-41 oo z 0UF1176.7 o 1z�. PE 1176.0 0 K O � z ____-_____ 0 - 1I 2 _______ I o 0 o I III I- o�• 2 .3 ' 0 76.5 077.4 077.5 I 4 c =1176. 75.7 I 7590 .4F76.2 a FG I II ' _ .4 17. r FG aF=1177.9 e'7 FG 75.5 5' FG c =117"6.2 FG 7.97' I I 74.8 74.8E - I �+ 76G8 - 75.4 GB 75. 1 74.6 7 ae FG GF-117-5.4 FG 1 76.6 0 E �' - �-('B rn �-GB - 73.8 5. I c, GB r .Z'll - E-GB 1N �,' �� _ 74.0 •�'� B ■ � 1. 7* N )fir Ar� ate k Sft L�9.46' L-72.01 +� L=72.00 �1 - X15- 5 L=72.01' 1 45 L=2. w S s _ s w S w h• � � U ^,� 4 ^h -4 + N h 9- t + ON CALLEtoN p cJ` N R BALM JW M 6.0ft O O n N ��- EZ 40 . � • - . „ L=72.12w S - - - - 1�'�`� ;,� 'nS >> �,y� - 1, 7z L-72.01, to is ^" 1 r - �_ 75.8 �i 74.7 alto 74.671--4%- 73.7 ^ .- G8 ^ C_� 77.0 G`�1177.z FG.7 cam=1176.z 75.4 I N 4 o; I77.0 10' �' FG 0- FG 0 74,5 cv o� I I FG 03 a I- 6 FG 73.8.- 1 o I 6 C-GB I I - 7 p I 117' =1175.3 I - 0 74.6 ' �1 I _� 5 5 FG o 5• 0 5•. z o Q I I � lot z �.- °' o za4 .� 77,p Z EW FG 9�3m 1 z I z o 0 1_ +e I 77.0 0 0 0� ^l a� 1 _z I FG FF 1176.7 I : © � o z � I � z - 1176.6 I. 2 2 � y O 1 cv .0 • `~ 76.2 7610 " FF = 1175. •- FG - II v PE y g ~' 1175. 1 a � I 7�' - - _ _ - 75.40I I --� I 76.0 III ,4 75. 1 I ~� I - FG 1- 0 FG `1 75. 1 I IT I - z 1 FG74 5 z -- - - - - I I 75 C-HPFL 8 _ n, ~" 75'4 I 745 cvz � - m I I �- - 74.9 a` 110 .0w- HP77.0 R v TS 72.00' rS I N 20' N 0 ` C 76. 1 " co 72.00' rS 1 o - .CLL o U- ~ � - � _ 20 0 20 40 60 0 GRAPHIC SCALE w Q UNDERGROUND SEVl% a ALERT PLANNINO ■ DESION ■ CONSTRUCTION pqN CAI.L 1"OLIL FREE ■ ■ ■ MW 1�ROAD,sure 400 TEMMLA,LA,CALIFORNA 92591-467'9 C 7 Z: 1-800-422-4133 a CONSULTING 900.M.&M to FAX 909.676.7240 - www fflPcom x ca TWO WORKING DAYS BEFORE YOU DIG LD02-06 2GR z CONSTRUCTION RECORD DESIGNED BY DRAWN BY CFECKED BY DATE BY REVISIONS DATE ACC'D BENCHMARK �� Q�p F E S S 14,x' � Drawing No. o p M.BOECK M M. BOECK M M. TYLMAN RECOMMENDED BY: DATE: 5.3 4 Z CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL A jr ` �``' w� `�� c� Plans Pr ed Under The Supervision Of o 1 to 20, � a No 43090 y _ ACCEPTED BY: DATE: 3l PRECISE GRADING PLAN 3 Q Inspector � exp. 3/31/04 � Date: DEPUTY RONALD J. CTOR PARKS F PUBLIC WORKS TRACT NO . 24136-F . PHASE s � VERTICAL Jf 01VIv �� ICH EL YLMAN � - n Date Completed �l �� _ = CALLE BALMEZ LOTS 36-399 57-59 NSA F OF C A`l�o R.C.E. No. 3090 Exp i res 3-31-04 R.C.E. No. 19744 Exp i res 9--30-05 f�f ,9 SHEET 3 OF 5 72.00' 10.37' •'�'�• \ 78.9 79.7 \ 77.6 71.97 I _ TS I QTS �; \ TS $ 7889 \ o �7 II 7 I C 77. _ I hP & 76.4 I E HP J 26.92 1?o z _ / \ . �- �_ N 0 77.3 I a F�.7 176.0 77.3 \ • 76.0 z 1 z 1 E I 77.9 I 5' 76.6 76.6 I FG. TG G Q FG 2�• •� o '°8 \ FG 2 10* 00 QjLo Z 111 0 / �� `p \ i o I7g, ti II I '� 11 4 z z I X8.7 . w I FF 1178.6 r` =21 177.3 � � PE = 1177.9 0 0 I 77.5 / ~ o �• �' PE176.6 O •t ee o I 3 I Q -I I o I I p II I I ®• 6• 14.51 G 76.6 j Q4� �- 4' 0 77.8 CD j 77.4Oo I ok 11�-s FG� � � �� I FG 76.2 I p I FG sF-117s.1 FG r I GF-1176.6 FG _ 77.6 s• o• '�'�,� 76.8 76.8 S �- �9 •8 1 75 75.5 E-G GB - F5 �c�� , 1 � r 2•sz r k '4 r7 _3 $ .3r rn 3� 46.25• ,^ J9 ( +! 1 FS •9? \ _ 24 w s 1 16• 1 rh , ' 74.71 ' 0 38.06' 17.87 �,y� .� 1 `o �. W 's � 16' 84 � • �51 � 1;-* 3 Ix 61 0 SEVER 0i 3 m % 8 9 .9 _ 7 o N 2.00% �„ n ' C+- ry QS vs - ro 34 N c�W �' 'g 1 ' _ w 1 _ , (n � - - r7 m- 40.93 1 If) 011, Z CAM I NO - � M N ~ CAL I A'R I m 30N +� ON � ON , • _ O NCO f N» M 0i W 1O GO p. 78.3 1 _._._. 11 ..... 1k �G A E �.� �6.�L 5 00 17. 10� FG 10' Aor 16' 77.9 co 1 w s 0 w s s w FG •� 1 48.17' 72.00' 56.35' 83' �� •Q'X� 1 78,1 1 2 � o- 9r - - �k 2 2 -- :- 1 � � MIN o �S 2 � Q� 15S � f� 16S � t00 T �"' `'\ 16.46' _- 1 1 .1 0 -.& ��� 74.9 a� 75.9 ^ 76. °' ao - w _- 1 .o V 1179 1 $ 0 75. a4 -GB _� -GB 77.0 178.3 - LO FG GF=1176.1 6.41 GF=1177.4 77.0 -GB _ $ •1g 1 PE 1 1 I Q 75-6,,`1 o 1 _ 76.7 1 77.2 E-GB o I I o FG d 0 FG 1 FG 78.2 0 1 .6 ® .5, 0 1 7 0 5' 0 77.8 GF=1178.6 FG Q U i 78.3 b 1 I Q c .2e o ®FG 1 9.0 ' •3 1 FG 77.7 �s I - o I o ,8 1 w�2 1 o ® o 1 n .ox MIN 1 at a� o 0 0 0 0 1 d' 7-1 O _� M.3 2 a� --___--- at 1 N 4 pz O z Z O Z _K O •� • l 1 z .- Z I - ® 20 _ o N 00 I o FF 7.9 I 1LA - 0 PE = 1177.2 77. 0 6' - 1 FF = 1176.61 n.1 77. FG I I O PE = 1175.9 FG I .o0 0 75.9 76.4 0 ? 1 1 FG - r c•, - I - O FF = 1179.1 n® _ 1 ---•- ---- PE = 1178.4 1 75.9 90FG Z 0 77.0 1 C"Q 78.4 1 N I I FG CNN I �-�I-P I 1 I 75. 11 0 1 77.8 0 78.4 0 - ,4• _ 75.7 1 - 29 E-HP TS o 1 9 ? 0 77.8 74-75C4 I 1 _ N _ �1 O� 1 I8.2 I to [-HP N 1 U 1 83.87' 1 Y73.4 g. LFG 98.97' E 0 coa 01 7 00 N O O I N O w- N // D d- p d- n W V) Q 2 UNDERGROUND SERVICE D PLANNING ■ DEIiION ■ CONSTRUCTION ALERT 20 0 20 40 60 0 CALL "ISL FREE ■ ■ ■ 27566 YkFZ ROAD,surf MO 1-800-422-4133 ���� "" -�� CONSULTING wo.d7 M42 . FAx 909.676.7240 - www.F F.com GRAPHIC SCALE Q LD02179M Two WORKING DAYS BEFORE YOU DIG LD02-06 2GR Z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE QRpFESS1p DESIGNED BY DRAWN BY CHECKED BY Drawing No. a 0/1/0 RBF 1 CHANGED FOOTPRINT ON LOTS 41, 42, 55. �4 �1e M. BOECK M BOECK M. TYLMAN RECOMMENDED BY: DATE: /� .� CITY O F T E M E C U LA DEPARTMENT of PUBLIC WORKS C) HORIZONTAL ,�`� c��� I � `^yam ons Pre are der The Supervision Of 0 Contractor •r 1" = 20' i No,a3o90 y r P ACCEPTED BY: DATE: /� a PRECISE GRADING PLAN 0 LO Inspector Exp. 3/31/04 Date: Z aZ' RONALD J DEPUTY DIRECTOR EPARK PUBLIC WORKS x TRACT NO . 24136-F , PHASE 7 VERTICAL �f � � �� MIC AE A. TY � . _ � w CALLE BALMEZ LOTS 40 do 41 Date Completed if OF �k`\'NX � R.C.E. No. 430 Expires 3-31-04 R.C.E. No. 19744 Exp i res 9-30-05 rr�•� - - N/A CAMINO CALIARI LOTS 42 44 , 54 56 SHEET 4 OF 5 L� l WAY LEENA 19 011 ___- - 40 r r - . r •b 'ti f ti 70.1 1 � - - - - - - - - - - - - - - - . .- - - - � �. .- - - - - - - - - - - - - 72.02 1 1 I L �G 73.3 72.01' 1 �. 0 1�„� S 54,50' 72.1 2. 75.7 1 25.51 74.9 72.0 TS 1 E-Fp `° `A 75.3 - 1 1IC N N I TS °' A I w D-4cN0 ►"If _ �� 1 ,. �� _ I • . I 12. z ^i - � I 74.3 3 _ � 71 I - N 491 I 70' - 7 0 73.7 "' 1 _ " I o z , I 1 12.0 _ FG•3 0 71 . I 3.1 HP I - �, 73.9 74.9 - .5 7.3$ 1 71.7 7 �� ,-� �. 1 rLFLF 75 1 I I72.3 �� FIG " 73.9 -1 75. 11 I� 0 I FG z i �. 7 1 FG 100 Fo I I 1 7.32 73 9 7.a5 FIG -1 j air 1 g _I 74.7 . �, - G ��j, 73. FG FG � � Q�. 0 1 ;� FF = 1,75.2 V-4 1 I 30 0' I o FF 1173.0 F L II I a� l 1c = 1175.5 11 IPE = 1172.3 o 1175.4 O Z 1 z � 00 35 I z z i+1 FF 1174.6 ,t PE _ -I 11 I 20A 1 ---- ' 1 � � z Z 20I Z --" 5 �I � 75.5 51' I 1 -0.2 --__-- r- �a 10 75.5 FIG I �2 1 1 III 5 FG �=1175. 74.4 4 I 1 74. Q 7' 73.9 -I _ 73.9 4 �C I .3 I FG FG•7 1 GF:1174.9 FG 6 _ 74( i Z 72.O�Q 7 I 73.3 4+ - •1 GF-1172-3 - 8' 10.52 FC' ( =1174.1 . X072. 2 3 FG 73.0 �1.a673 3 w GB w 1e ,3•°g' 2 � r GB �, FG �"' 71 .0 - 72fL ( w GB c+ro pn . � 3 , t� 71 .0 E-G8 - m �o «i �� - 1. 1X 1�' S ' 65.7t) w o ry S 78.83 75.32 78.84' rr S 1 Q �� w w s w s o � �AC,-1 AR � = re re cm CCA r .16 - 8" SEINER-- IN0,46 - 31 - ,� + CP `f 30 w CP NfA �f �y0�,% 2.0 'a a 41 O.. O S W , 6b• �G - - , ,�46 8 WA 1'�' '��' 72,01 W S IY S �� - 1.9% 72.01' N S S 72.011111111111111111111111111111111111111111 __& .Jt' 1 1- 2.01' 72.01' - 01 - Jor 74.0 74.0 I -► 'Z. .S` i• 2.1x' •�• _ •4X. '` '�'�• - �` r FL 69.7 F 70.8 s �r ^P' � 1 ,� 73. fL GB I l[-GB ? 69.7 �-GB w �' 71 .9 © ws `� �3 _Gg r 5.0 x1175.1 74.9 0 •1 GF=117 -G® 71 .9 70 -� s2 rr 72G 46 GB cF=1174.6 74.2 _ s 4 6 o FG FG 0 11 70 5 a $ 7 0 FG _ 72.8 FL FG ~a 1 FG I FG 5 a I O GF-1172.2 71 .7 7. _ 0 7 FG c =11 737 2 o s I s.75 1 I •1 I I 0 FG a I 74.4 1 + I I I 0 FG I , .0.2 1 11 o I I 4 1 FG 1 -J II - 1 a - •1 Z z L� I --0 A o (I .4 o I 1 _-- I Q -0.2 0 L- - 2 __ __ r04 12 - �. __�- -I 1 - I I0 Q III it o ' I Z 11 75a 0 0 Q o P 1175.1 •1 1 75.1 1171.3 '�' � I _ - I _ G PE 1170.8 I z 1 z-I z Z- F 9 I � � I z � I FF = 1175.1 74.4 t 75.1 1 70.8 0 � PE = 1174.4 FG 74.5 70.8 _ III FG =1"3 I 8 FG I 74.4 � W 1 I 70.2 FG I FF - 1172.9 0 -I I I FG 3.8 74.5 o z �t 1 N PE = 1172.2 O ( FF i N 7 - I - 1 -� &-11 v o 70.2 I I 1174.2 1173.5 i ►-� ^' 1 72. - � 73.5 -I 73.8 a z . � I '�-� 74.9 � 1 I 70.6 - FG I FG I - I o I � - � I 4• 1 I 72.2 ^' 71 .6 I �N '`' 73.0 Iso 7_ I o o _ _ I 71.6 FL FG z a� - - 73.5 z FL I M I °D °° I FG _ 77.93 - - I � �•1 0 72.7 .3 2 o I 7. N - o _ - 72.0 I rL - /73-Rp _ 70.71 N 73.27S �-� - -. 35. 11' 43.38' 78.19 TS I •�! - 72.16' 75.4 TS s�.96 I - _ - - - PE 1168.9 0 71 1 - -- - -- r � _ ` � , � � _ � _ _ _ _ _ - - -- -- -- - I s7LAI ss 1 PE = 1169.3 a = 1173.0 s 9 i t 1 � ; 1171.5 1 � = 1170,0 a PE = 1170.7 m I UME W a r RGROUND SERVICE a C7' ALERT PLANNING ■ Dt:ION ■ CDN■TRIJCTION 20 0 z 40 60 rt N CALL TOLL FIRM 27M 1GRAPHIC SCALE 0 �noA�•MINIM Z 1-800-422-4133 ■ ■ ■ A•CALFOFHA WWI-4M Q CONSULTING 9M.d7 JWC a FAX 909.676.7240 ■ www.ReF.c«r, Q LD02-179GR Cr Two WORKING DAYS BEFORE YOU DIG LD02-062GR Z a i CONSTRUCTION RECORD DATE I BY _Jj REV I S I ON5 DATE ACC'D BENCHMARK SCALE QVF E S S I p*' DES I GNED BY DRAWN BY CHECKED BY Drawing No. o 0/1/02 RB 1 CHANGED FOOTPRINT ON LOTS 49,50,51,53. j M. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE: /d e CITY OF T �� �� `! �y DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL �c� �� I ans Prepared Ind r The Supervision Of „ _ �_ r1n ACCEPTED BY: DATE. �� L PRECISE GRADING PLAN g Inspector 1 20 �°'3� %a � Date: b L DEPUTY D I RECTOR OF PUBLIC WORKS - M I HAEL A. TY 15 to RONALD J. PARKS TRACT NO . 24136-F . PHASE 8 Date Completed VERTICAL sr'l e ,�. 0�� - =-- _ CAM I NO CAL I AR I LOTS 45-53 N A F pF �k�1E R.C.E. No. 4309 Exp I res 3-31 04 R R.C C.E E. No. 19744 Expires 9-30-05Ofr; e== � SHEET rj OF 5 a