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HomeMy WebLinkAboutLot 15-25, 63-70, 82-90 - Precise Grading GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM recise r ire P1 an OF 2 FROM THE TOP OF CUT OR FILL SLOPES. 9 T1s ■ ■ 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . CU y ofa aa In a 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL I Staa ini VIA RAMI FILL SLOPES OVER 5' HIGH. ul PARI► Tract No 24136 1 t Te e I 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT o ING9 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY � r CNSE �. PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS ROAD OVER 1 ' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH ," ti, `-� 1 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB 0000. y ''" " ' `''- /00 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TC 24133 YR r ` PIO p�CO GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. ._. -; -� �"" FLOW LINE - 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG •� .- `' '� uPJ a T �' TOP OF CUT SLOPES. HIGH POINT HP µ __.. ,M d ��,P ,� QRp�TJ 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG o ' e 9 � y i � e r CgMjN ONE FOOT. Cp,LLE - CALIARI HWY. 79 03 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF FINISHED SURFACE FS ° 9 "6 P �- ; �6 � y, � � v, � TO SAN DIEGO THE PRELIMINARY SOILS INVESTIGATION BY: C�yv�,QS� Go44OZ T4i� GARAGE FLOOR GF 0000.0 1� P��� Lo �� �~ PROJECT S I TE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 woil :� : RAF- a v 39 • ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS ECOM- z J ''��"� 60 59 ° fE U1NE"MERE VICINITYMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- Q ;>;; `, �� ►-COR ,� MAP FINISHED FLOOR FF 0000.0 ° - �� � ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. NOT TO SCALE 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULAENGINEERING WATER SERVICE <<Rxz � * L d DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICES I INSPECTION FOR , QpFz TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL P EACH LOT. DRIVEWAY 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HE I GHT SHALL SLOPE • 6 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER 12 6 GPS °, w AL AREZA CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. HIGH POINT � � 6� � y PAD ELEV. -0. MIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS UNIT TYPE/ELEVATION 2 A n BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. INVERT ELEVATION IE �' �, p-9 �" �G � � 1 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN BACKWATER VALVES Ow) ,ft ,z � �' I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. ,� �Q � �� PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF -� �r0 �� h Tj I I'lip. I FILL MATERIAL. v I 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF I 51 B 5 5'IN M N B W C 5 C IN I �) M I I PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL � v g 1 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO O I p cQv I PAD PAD I SOS ADJACENT PROPERTIES. � � r � .�� FF FF z 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED �' oaf w z BY THE DIRECTOR OF PUBLIC WORKS. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE \ �O v� I IN. MIN. I TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE I z I MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO z PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. cq 1 - D � o - I X 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT // ti 4 ` R W AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING \ C'! TYPICAL SIDE YARD DRAINAGE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN DISTANCE FROM FRONT ( ) IF AN ELEVA- \ � � PROPERTY CORNER TO THE GARAGE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE \ w - / 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 " 5' MIN. 5' MIN. " SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 6 MIN. 6MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT SCALE: 1 " = 250' 3' MIN. 1 ' 1 ' 3' MIN. IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER MUDSILL MIN. MIN. MUDSILL 10.R. LOTS INCLUDED 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT _ 6- •' :. 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. 12" MIN. 12" MIN. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 40' 40' TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 40' 12" MIN. ABOVE PAD ELEV. 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. c 21% MAX. MIN. 21% MAX. N 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE o THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 3 ROUND OFF TOP SECTION B- B cv RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON - P/L REQUEST, o REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED � R to R 5' m e TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. � � v ■ 5' MIN. P/L 0 3' MIN. 1 ' a TYPICAL FOOTPRINT SECTION A0 A MUDSILL MIN. 6" MIN. FOR REAR YARD SLOPES GREATER SCALE: 1 = 40 THAN 5 IN VERT I CAL HEI GHT 120 MIN. 2: MAX. � RGROUND SERVICE BENCH MARK OURC OF TOPOGRAPH WNE DEVELOPER ALERT r�wNN�N■ ■ oc■isN ■ CONSTRUCTION COUNTY OF RIVERSIDE B.M. N0. T-1-81 EL=1026.428 BASIS OF BEARING NOTE 2% MIN. 6" MIN. M 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 RBF CONSULTING WOODSIDE HOMES THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX. N CALL SUrnff400 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. 0 TOLL FREE ■ ■ ■ 1�nD�9M- M IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE TEMECULA, CA 92591 SUITE 120 C- C z 1-800-422-4133 �''c A '- (GT 2453) 300' EAST of PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND RANCHO SANTA MARGARITA, CA. 92688 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF PARCEL SECTION CONSULTING MRGnA 4z • FAX 909.6767240 - wwwPORegn (909) 676-8042 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF R I VERS I DE � P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. k S. SET FIBERGLASS DATE 3-24-99 FIELD SURVEY DATA (949) 858-4980 COUNTY, CALIFORNIA, BEING NORTH 16'56'06" WEST. i TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. LD02-035G R Z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY SCALE QRD f S S�p�,� Drawing No. o j C. MCDANIEL C. MCDANIEL M. TYLMAN RECOMMENDED BY: DATE: �¢ © CITY OF TDEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL Plans ans Prepa Under The Supervision Of t y ACCEPTED BY: DATE: 1 250' No.43090 `��''�' D PRECISE GRADING PLAN TRACT 24135-1 0 Inspector r " = Exp. 3/31/04 t e: 4/m/0t DEPUTY DIRECT OF PUBLIC WORKS o � � VERTICAL s ` �� M CHA L A. AN RONALD J. PARKS CORTE CARDOZA LOTS 63-70 i Date Completed r'l� /v 1 ���� 4 90 - f = CAk I NO GALARZA LOTS 15-21t 82-90 N/A 4F CAv1 R.C.E. No. Expires 3 31--04 R.C.E. No. 19744 Expires 9-30-05 - a �' CAM I NO CALIARI LOTS 22-25 SHEET 1 OF 4 i w w // ~ 114 ~ w w w w w w w w w w / w w / 114 115p / 115 / 116 �_ 50.00' 1 8 00111.0 D .3 o z _ - 50. . 1�5 - �rj 63. - .1 52. 0 63. 63.5 N I �2.a w o 5' .5 5 63. o Boo ►� PE - 1163.9 Z .• PE 1163.5 O o I _ r _ FF = 11 fi4.6 - Z FF = 1164.2 5 63& � FL - I o I = 1163.2 r PE = 1162.5 / _ I ® 5 _ _CD O a FF 11 IFF 1163.2 O.- 1- ..43 •11 1 0 I ®I o3 or CD � _ 63. . 1 O, 511 Or 51 � I SOL \1 r 9 O O, 1164.1 •4 II 61.4 0L `=1163.7 .4 1 a 61. 0' 9 \ 63.6 _ 62.3 - ` 1 0 0 00 I PE = 1164.1 e�i1 - QD - 62. _ FF 1164.81 62. i 64.1 119.98, 2 r \ 50. � 1°j �- N �• - 64.4 N ~ - 1 0 / M W S N.•- 50.00' N. 10' 2 1-11-0W s w w s 0 n R/w 3 10, 63.8 $� S e `''ti? ! � +64.0 s w �M s/w N w 70 - 0 •� Z O � 10 40 r5 , �'� - - /�-O .3 10 16' •3' , - f o CURB k GUTTER \-j ,^ O � _ N / 6 . -7 10. PE = 1164.0 / N - - FF =:116 L� 5.79' FROM MOC 64.39 W=14.3' NA I � 65.5 TS .0 63.5 _ _ - $ w s +r _ ' J • � R 13.07' W �� o J� _ �0 _ 39.68' 50.00' w J '1 C a' o oNn ry d� s/w 61. � / 0 W �� N R N / s, s � 61.7 �- �� - / / �" w 6. ' 1 6 .5 _ 0 62.0 6 .2 61.0 I o \ \ 42 / j / .21' e'_ I 1 5 5' 0 4� / / \ O / •e 62 1 .4 0 _ , \ a� FL I O r. I GF 1162.4 �3 FL 6 .7 = 1 4. 5N- 5.- 3- - I 5*- - Or \ / / 0 0 1 63.6 .2 5f 0 go CD - I o UPE = 1162.2 / 63. o I L T -1163.7 I FF - 1162.9 O I PE = 1163.0 I L------ Z C1 � FF = 1163.7 �1 0 6 2 � I \ Z - I PE - 1163.5 I 62. \ \ / FF 1164.2 - I ® 20 / I C:), - 61 a 0 20 40 60 \ >� .I I 9 Z O PE = 1163.8 I I h; 0 61. \ I FF = 1164.5 .5 - / - 62.6 0 ^ - GRAPH I C SCALE 65.3 T 63.8 63. 63• 19 Z62.9 - cv� Il► N IIIIII0 C4 63.3 ` �- .a 3 s 63.2 N - ., �- _ 1 TS 0 doom T- 1400, C4\ � 46.09' rO�o � _52.22 0 cV \ g UN)E \ \ \ 11 RGROUND SERVICE \ 40; ALERT rL.ANNIN■ ■ DtSION ■ CON■TRUCTIDN \ � q- SUME 400 1-800-422-4133 ,�►,��,, „ \ _ _ _ - ' z CONSULTING s0.6eeIM • FAX 909.674.72,0 - rwrw.RW.canl 0 Two WORK ING DAYS BRE EFOYOU DIG LD02-035 G R o CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENC;FWRK z SCALE RpF E S S I p Q � DES I CSD BY DRAWN BY C1 CKED BY ' o RECOMMENDED BY: DATE: ,0z CITY Q TEMECULA Drawing No. o A. � T. BURNSIDE T. BURNSIDE M. TYLMAN DEPARTMENT OF PUBLIC WORKS a U Contractor HORIZONTAL ,`�� �cy` rl�' ��, Plans Pre a ed Under The Supervision Of g Inspector c t or 20 ,A, W W.43090 � ACCEPTED BY: DATE: 3�i'�' OZ o P d PRECISE GRADING PLAN 2 o Exp• 3/31/04 Date: T �-t L5 L DEPUTY DIRECTOR OF PUBLIC WORKS � Date Completed VERTICAL sf �� �� ��� M HA L AU0190 LMAN RONALD J. PARKS TRACT NO . 24136-1 , PHASE 4 lF pF I,�1 R.C.E. No. Ex i res 3-31�-04 R.C C.E E. No. 19744 Ex i res 9-30-OS � - F� 400 ........... 1 83.63 44.49 - - - N ' � o 83.22 1 61 `! r - � 0 z d- 43.0 43.7 o •7 _ 47.6 I 4 41.5 •1 t e" PE : , 2 / FG/ \ FF- 144.7 41. I a 14'5. lo. 1143.7 � 1144.4 I /- ._ o o• FF s•3 PE 1142.0 ,� _ - FF 1142 7 I Q Z •34" / 7 07 -- / 0 Uk dh •4 z � a o I � 0 1 1144 � 0 40.7 1 0 .0 143.9 / ` \ 0 1 4GF1 4 .5 - \ •- ti \ 5 5' 1 `'� °- �� ,$ I 40.9 40 8 - F5l.2% �S,g •5 % 100, R/Wa \ 6.17 4 �• •41I At Q r rc T, 0 -JP1 PC A\ N + ow lop 1000' ' "oqP cri \ (xAte k GUTTERLPN a. w \ w S � - 2� � S .-& w0. -? � 01 C3` 1 p,g4 _ CO f .�, 4�'' � 43.1 N Qr � 46.96 47, 57. TC •a s, 1000, 41. 1143.6 43•S/W Is o R/w 14 . .01• - 41o . 1 4 '4 1 \ y1�• / - 1 �, / 114 , •t �3` N� lop I � 11-1 ss �b .4p \\ 1143.9 I �/ � _ c _ 1144.6 \ a► S N \\ � ,. I 5' 4 I � 9 � �• 0 4 43• 43. ' '- j 1141.2 S/W 'o CEO � Zo z � � _ ' � � �. Z - �., - zo 0 20 40 so I 41• / GRAPHIC SCALE 41. I -a .4 � 48 s1,, R/w N .1 4 •4 �a � rC � E _ - R O o Z 1 f ,,, 4' _ S/W N N �- j . ........ - ? CURB t GUTTER _ - Cb _ - IN N X1'1 � JF Owl o 0 CV L7 �3 a 0 LO I a a UNDE RG ROUND SERVICE ALERT 10LANNINS DIESION CONSTRUCTION N CALL TOLL FREE r7335 YNEZ Raw,SM 400 0 1-800-422-4133 ' ' ■ &cALr-OFM Q CONSULTING VN I" O • FAX 90li.UM 72,0 ■ wwwMy L D 2 o -035GR o Two WOWING DAYS BEFORE YOU DIG Q RK J CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC"D BENCHMARK QRp F I S S f p DES I GILD BY DRAWN BY COCKED BY Drawing NO. $ SCALE ��! RECOMMENDED BY: DATE: .1 ��'¢ DZ DEPARTMENT OF PUBLIC WORKS �. r M. BOECK M. BOECK M. TYLMAN CITY OF T Contractor HORIZONTAL ,�`T �V� rli � Plans Pr ar ed Under The Supervision Of ,. - s 54ACCEPTED BY: DATE: S �''�' �� PRECISE GRADING PLAN 3 o Inspector 1 20 apo•X33 � pate; �t DEPUTY D I RECTOR OF PUBLIC WORKS u? � w= TRACT NO . 24136-1 PHASE 5 IC ETYLMAN RONALD J. PARKS VERTICAL CAMINO GALARZA ' LOTS 19- 21 & 82 -84 Date Completed R.C.E. No. L43090 Expires R.C.E. No. 19744 Expires 9-30-05 0 N/A I)r C k` Qd CAM I NO CAL I AR I , LOTS 22-25 SHEET 3 OF 4 i ■� dp / 55.62 49.52 ] 49.13' 10 II 8m - _ - $$N � 40.1 z CFO 40 7 83 .9� � 11 I 39.1 39. 39.8 r ^' 39.9 �. 40. w FL FG FG 39.7 o z N o .6 .3 z a4i 40 40 .9 C �' I I . 40 G FL 0-4 o o FG 9 F I 39.3 z _ FG -►I _ 40. I FG FG ., G ' N I S PE I I Io 1416 w.8 FF 1140 P = 1140.3 FF 1I" II � FF = 1141.0 x = 1139.3 �_ �''- I z + Z FF = 1140.0 z ® z 40.3 I _z - II _o I FG ® --- - 4 0 I I ® ---- z __- �� CURB #t GUTTER F- 39. 16 1 ®_ _ � I 40.9 I I I 39 I 40. I FG I I FG 7.27 2 I I 39.7 39.3 I I I .3 I Q a FG 141.1 1 NJG I .6 40.1 r 5' - 1 I FG 5 ` I 38.1 ' GF = 5' S GF=1140.01 -G8 GF 1140.5 FG 39.3 -(� R/W 38.7 - _30.5 4<2 •`$ "�4"eN I P 4 oo - a � - '.�' 52.83' F� � F 53.24' s w s/W 46. 4' 0 w S N s s w I CS �c' -s•� �' - 0 2019 -- " 2 _ Iglow 09 + - � N CURB k GUTTER S w s. S WA �, �L � • G S/w R&R at DWY w "MUM 52.02' s w w s s w w s 4 0 51.02 �. � k - 49.84 L7 49.84' 9 84 _ � A I•O� R/w CO Ilk 40 / ° r 7. 37. ° 1• is �`� �► r: s ,• p _1 I'� 39 E-W � -GB0 38.0 3e.o0 II IIr-.c,e atIIIIl o i_ , ►1 I1 -cr r _o- - II .4 37. 9 .8� 5, FS 38' GF 1140.3 g 9.9 Q 40. 6. 93 .94 FG FG 5.62 - .4 5 5.62' FG FG II .3 .8 39.4 .4 j I . 5.7 ' j FG 40. 3 40.6 FG I FG FG .4 2 , 39. FG FG O 1I 1FG -2. 39.0 I I I z G , L z o 0 ---� -z _ � I L9r z I Q o zI PE 1138.7 M :2 I r. PE = 1140.1 PE 1138 o - 1140.8 1140.6 11 1394 FF 9 v IPE I I 01 ,ry,a � L= 1 139.6 _ FF 1141.338.7 PE 1139.2 .1 � P* FF 140.3 z 39.6® _ o ® 40.1 M I FG I FF 1139.9 39. II FG z ® z .7 I FG 40.1 I I o z FG ® I .6 FG K z 39.6 .- 39.1 0 z FG o , 0 _ 8 FG .4 - I I �..� . r � G G 39.4 FG o z _, -FP FG* 39. z 40.0 - �- N _ , co N r�-+' o 20 0 20 40 60 - „ o ? 0 38.7 V M N � 04 _ � - - • _ �!•G to N '$ GRAPH I C SCALE E-. - - _ _ _ - - -- -- _� 14 - E .�,• 6 CN 14%j N 0 2: 1 SLOPE 115 " O 11 5 0 c_V t0 (� 7.25' �'� A a 23.56' It 31.29' 54.80' 1 54.78' 0 14.66 40.13' 62,0 61.7 62.6 T5 TS TS w Ln a r- UMERGROUND SERVICE ALERT INLANNINE ■ DEMON ■ CONN"UcrnN N C� Z CMI TOLL FREE 275M l�z ROAD.surf 400 Ei 1-800-422-4133 .c�A 92SM-4M Cr C O N.9 U LTI N D 90.M.ADr12 • FAX 909.676.7240 * rwnMlFW"m LD02-035GR 10 TWO WORKING DAYS EFORE YOU DIG CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK q F E S S f DES I GRED BY DRAWN BY CHECKED BY Drawing No. 0 SC's QR ��'�� M.A. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE: � CITY OF T DEPARTMENT OF PURL I C WORKS0 HORIZONTAL .� �, f c� PI ans Pre red Under The Supervision Of /102. 0 �Contractor y ACCEPTED BY: DATE. PRECISE GRADING PLAN o Inspector c t or 1'� 20 3 3309 DEPUTY DIRECTOR RECTOR OF PUBLIC WORKS LO - p P / / ,� Date: Z- oZ- TRACT NO . 24136-1 , PHASE 6 RONALD J. PARKS VERTICAL Jf' f Iv �ti� M CHA L A AN = -------- ------ CAM I NO GALARZA , LOTS 15-18 & 85-90 Q Date Completed tF 1F�� R.C.E. No. 3090 Expires 3-31-04 R.C.E. No. 19744 Expires 9--30-05 DF C k\- '�1 1 SHEET OF a N/A 4 4