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HomeMy WebLinkAboutLot 1-76 Precise Grading GRADING NOTES r c on r c on 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 `nd Bui dout T t N 24136 3 T t N 24136 2 ases asps 1 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 . a P reciseGra d "ing VIA RAMI � • 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL � PADA FILL SLOPES OVER 5' HIGH. ' r M COMPETENT ecua ate a a lif orni zea° -'►� . OF A C of S� UNDER THE SUPERVISION 5. ALL GRADING SHALL BE DONE � �� � �y SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY - y PLACED,AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS 4 ^'��t ALARZA 24 OVER 1 DEEP. 3 's 2s 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND G 2 ��O 93 92 80 a4 a3 F, ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00 ,AGO jq �Vv 97 °° e7 5a 27 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB Q '9 C� go 7R. 24 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TC << 3 fi � c�j PIO80 28 Te GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE �r� 69 70 �• 100 71 72 73 74 7S T� 77 75 � ``nn 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG HIGH POINT HP O 101 TOP OF CUT SLOPES. �� _ CORTF CARDOZA 50 �' QAMPAMM 51 HWY. 79 WAY PORT WILL BE REWIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG 10 C,Q' _ _ 52 8. FINAL COMPACTION RE QU Q a3 Q2 61 so So 5e 57 56 54 53 �- ONE FOOT. 7 65 04 FINISHED SURFACE FS 4a �q TO SAN DIEGO 47 �j PROJECT SITE- 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 46 CONSULTANTS GF 0000.0 n TRACT BOUNDARY 45 � 0 � 4e THE PRELIMINARY SOILS INVESTIGATION BY. CONVERSE C GARAGE FLOOR JANUARY 21 , 2000 7s 44 . 47 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 G�� 37 Cq� VICINITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 4 COR�� AN 3e 4° IARj TO SCALE SPARKM 30 50 NOT MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 O ` 42 41 51 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. x 49 52 TOP OF WALL TW 2 + O 7153 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING -{ 'g'' .. 70 DEPARTMENT TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE , REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TOP OF FOOTING TF 40 72 a7 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR �, , w _ 73 to EACH LOT. WATER SERVICE ::. _-� 74 T Rqg �� NEyM O A MINO qG� E 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL `" 4 R SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SEWER SERVICE 4 nNZ BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE � 2' 7° FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT DRIVEWAY C� 4 - w t =�P - �: e4 HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 82 76 e1 � � PAD ELEV. -0.1j,' MIN. ' 79 A 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SLOPE - _ _ O ' ! a 7 �'�C V BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS C~ �/ 1 '' 10 ° �� T IA B q e. z z MATERIAL. LOT NUMBER /12\ / 11 qR 22 23 / 12 "� r 24 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN UNIT TYPE/ELEVATION Z A 14 13 ���Lp' 25 MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. •., T7 27 I 10t0� I PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF INVERT ELEVATION IE 's gyp` s7 ee 70 - = rn- 21 20 I Elf I 1a r- 1s I pp� (UM B 5 5 B C 5' C I FILL MATERIAL. �'� '� 1° 17 �F. 56 17 � MIN MIN � MI BACKWATER VALVES BW 1a P�' 65 55 72 -- _ 1a I M) DIED) I 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 21 20 19 �' 64 -56 5 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL a3 73 AL�� 1s 14 I MIN I INDICATES ADDITIONAL 57 I PAD PAD I SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO STEP TO GARAGE FLOOR �, a2 s5 74 75 qL FF FF z ADJACENT PROPERTIES. (GF = FF - STEP) y So c 1 2 3 gREz z z z z .- 10 54 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 26 °0 '� � 4 5 I A 16' K 1fi' '� I BY THE DIRECTOR OF PUBLIC WORKS. AMOUNT OF EXTRA DEPTH O ��� 24 � e1 05 S1 52 � I q- FOOTING REQUIRED 22 � I MIN. MIN. I i 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONT I NUE r� =_= 27 50 as e I ~ z Z I TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE EXTRA DEPTH FOOTING �� 29Z7�, R I ¢ o MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO l `' 30 47 - 7 7"a VARIES �' Ioz Q PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. RETAINING WALL �E 's L TOP OF WALL (TW) PER PLAN _ M °zx +x FACTOR OF AT LEASE ONE AND F I VE-TENTHS 1 .5 1 Y - _ GP 44 11. Yids '�D� PER PLAN dif FG PER PLAN 17. STABILITY CALCULATIONS WITH A ( ) � � 43 ��p',R 7 R, �9�� ' R W SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT PER PLAN • TOP OF +� 41 42 FOOTING (TF)AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. TYPICAL SIDE YARD DRAINAGE 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING � �X, 30 � 2% MIN. .; PER PLAN RAG PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-- oo � _ �� DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE ,`� 75 �� � 21% MAX. CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- �� �� ,�, e R� TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL _ i / RETAINING .,WALL DETAIL MIND � / DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. �o� \NAG 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE VQ PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 6" MIN. 6" MIN. 5' MIN. 5 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 PERMANENTL IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER GARAGE FLOOR - SILL IS 6" MIN FG FG 200 0 200 400 600 � , LOTS INCLUDED 10.R. - - _ �" ABOVE GARAGE _ T • FLOOR SLAB 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. GRAPHIC SCALE GARAGE DETAIL 12" MIN. 12" MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. E 50' 52' 50' 50' 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 12" MIN. ABOVE PAD ELEV. 21% MAX. MIN. 21% MAX. �o N 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ROUND OFF TOP SECTION B- B n THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-- 4 P/L RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON e o B 5' REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED CD (D � TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 5' MIN. P/L o • 3' MIN. 1 ' MUDSILL MIN. s" MIN. SECTION A- A. FG g TYPICAL FOOTPRINT FOR REAR YARD SLOPES GREATER _� THAN 5 IN VERTICAL HEIGHT EXTRA DEPTH SCALE: 1 " = 40 ' FOOTING 4 _ =FG-PAD ELEV a 2: 1 MAX. M UNDERGROUND SERVICE BENCH MARK SOURCE F TOPOGRAPHY OWNER DEVELOPER WHERE NECESSARY 6" MIN. M p ■LANNIN■ ■ DtlIDN ■ CQNlTIlUCTION BASIS O F BEARING NOTE 12 MIN. ALERT COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 RBF CONSULTING WOODS I DE HOMES N 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 2% MIN. 2 AOA 4ao 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. z CALL TML F'RM ■ ■ ■ ,,cA��o�D,SUM� 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 21% MAX. 1-800-422-4133 C O N s U LTI N Q �.eraea • FAX sLA,CA 240 • ►. + (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 INE WITH OLD FENCE LINE RUNNING N. k S. SET FIBERGLASS (949) 858-4980 SECTION C z P.P. 75581 ON L DATE 3-24-99 FIELD SURVEY DATA COUNTY, CALIFORNIA, BEING NORTH 16 56 06 WEST. p Two WORKING DAYS BEFORE YOU DIG W I TNESS POST 1 SOUTH OF MONUMENT. LD O 2--10 2 G R J ACC'D BENCHMARK I E S S DES I GI'�ED BY DRAWN BY CHECKED BY Drawing No. o CONSTRUCTION RECORD DATE BY REVISIONS DATE QR4 10,y� RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS � M. BOECK M. BOECK M. TYLMAN � A. HORIZONTAL .�`� �� li• P I ans Pr red Under The Supervision Of Contractor �y � " - ACCEPTED BY: 4DATE: t cz _ PRECISE GRADING PLAN LD0 1 - 20 No.43090 �'� DEPUTY DIRECTOR OF PUBLIC WORKS Inspector Exp. 3/31 X04 Date: RONALD J. PARKS _ TRACT NO . 24136-3 , PHASE 7 AND BUILDOUT Q VERTICAL �, 0IVI� MCH EL A YLMAN o s' �� - err__.___���.::_ � TRACT NO 24136--2 , PHASES 1--8 Date Completed if ��� R.C.E. No. 3090 Expires 3 31-04 R.C.E. No. 19744 Expires 9-30-05 1 SHEET 1 OF N/A OF C k� I / I / / ��►o s2.22' c �o \ A 9 N 47.80' !(04 60.71 / 7) FG FG 5.4 4 75 9 \ 77.0 `'• - ^. 78.8 6.6 FG.8 � 75. � a r Pe _ �oX7.7 / - 4 76.0_ .0 / /f - FGir Z lob +� IIIs 1077N o . I It Gr. _ p 10 .S 77.7 _ N 1077.,? s' `' s 8 z / Fes'0 - -- - I a -� 76.7 r 76.9 76 ..�.._. . 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BOECK M M. BOECK M M. TYLMAN CITY OF TDEPARTMENT OF PUBLIC WORKS < Contractor HORIZONTAL ,�`� �� Iy�� �� Plans Prepar Under The Supervision Of o �y = P 1„ 20' � r�.43090 ACCEPTED BY: DATE: /t aL PRECISE GRADING PLAN o Inspector Exp. 3/31/04 Date: ZZ �'� DEPUTY DIRECTOR OF PUBLIC WORKS - M I AEL A. T N RONALD J. PARKS TRACT NO . 24136--3 , PHASE 7 Q Date Completed VERTICAL `rf,�lF C 1 V,` ~ 43090 l CALLE CABALLOS , LOTS 31 - 38 0 N/A ut CN1.�� R.C.E. No. Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-05 aj � 0- SHEET 2 OF 11 r 113 � 1125 1 12 - r w ►�`ti 2j 0 L-74-Me 49.48' \ \ \ Lw74•aq• 65.9 1 �► 18 17.41 8 - - _ 1 8.4 181 o z 1 FG.3 FG 1 _ 10 19. 19.7 - - 2Q 4 1 1.3 \ I G \ 1 4 e' I F o r ► �. _ � 1 - � N o � [C . �. -. .� . o \ FG 8 19.0 1 1119: -1 1 I • pE 111 ,_, G t FG 9 10.19• `L 0.6 2• 1 \ z / 7.a,3FG 9.z � FG \ \ -2 . 1, 4 20.6 4 � • �c 2 FG 1 CV �.�' 1 _p.3 \ 1 +� --1 �o � Z - G 1 2 1 ® _ 122.7 \ I 15,g oO 1120.6 2.0 � 3C FF 1 '� 112 10 \ \ g 9 Z Z \ \ I / `�•`� p - � - 1121.3 - \ - 1 _ `� V. FF _ 1120 r ` N F 1 5 4I ! - 1 1 \ 1 r GFz1116.2 17. 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FREE 2 YW noAo,SWE 4W � c� ■ ■ ■ 1'BrEdJLA•CALFOFNA 9299F�'A �0 Z 1-800--422-4133 1 0 CONSULTING �.6MA00 • FAX 909.676.7240 • www.RBF.com / GRAPHIC SCALE Q T1M0 WORKING DAYS BEFORE YOU DIG - - - L D 0 2-10 2 G R Z a CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCF(MARK SCALEQ�p F E S S j pN DES I f�D BY DRAWN BY CHECKED BY o CITY OF TEMECULA Drawing No. o p � M. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS a Contractor HORIZONTAL �``� �v� j�l�� �� Plans Prepar Under The Supervision Of o 1" = 20' r�o.43oso y ACCEPTED BY: DATE: I t at- PRECISE GRADING PLAN _g Inspector � Imp. 3/31/a ,� Date: ��/2-1/OIL DEPUTY DIRECTOR of PUBLIC WORKS TRACT N0 . 24136- 3 VERTICAL � M I AEL A. T AN RONALD J. PARKS � A 3 , BUILDOUT Date Completed sf'l �'` o�� = CALLE BALAREZA , LOTS 1 - 59 719 AND 76 N A F OF 1►�1� R.C.E. No. 4 O Expires 3-31-04 R R.C C.E E. No. 19744 Exp i res 9--30 -05rrisea f SHEET 3 OF 11 .. 73.47 .- r- - 145 IFc14 Q 6 2 �-� -- -.-----� -----= --_ ._i _� __.� � ____. l I � 114 60.04 65.04 4.96, 1 N .7 -- � G 1 r °° - -- - � � lr � 44.5 44. N c a� -H °D N 42.0 n 43.0 FG r. . - 'N N o N G FG r. _ �' 't o 43.9 T11 r 39.9 40. ``�' I r �° 4 1`~ 0 z 1 �p .CP 0 41 .0 r�..l:p . ..�. 18 8.48' . .r r - 41.0 TF -- 44• FG 5 _ - _ N _ � ^' 40.3 �-'� - �" �.�. - I 4 - N 1_0- I 43.9 I r z Q 0 �., - C N _ o Z FG 40. Z 41 .moo o _ I 1 40.1 z I 1 I 40.1 FG 40.7 40.7 - 41.8 41.8 43.0 !Z FG FGFGacFG 41.2 I I z - I � 4 � � FL I } r. FF 1145.2 0 oO I L� J FF 1143.7 PE = 1144.5 39 1 6 I 1140.8 I . -16 z � _ 1139. I FF - I I } � z PE - 1140.1 I O FF 1142.4 O I 0 .1 EPE = 1142.5 -- 1 PE = 1140. at a� .8 z Ir_ 0 43.0 I I H 0.2 r z � � H ,4 z Z ___ I FG I r I ___ QGF­ -' 1143.2 s 0 � , 40.7 I 0 1 44.5 FG I r I 42.0 I F , Bw N -GB 1 QF=1144.7 7 I �o Q � B a 39.9 �0 I 3 ri +t I _.4 I I - I o 1 Bw �� 0 41.5 I 41. O 44.5 43.3 .1 A I 40.0 5 FG � I M FG G8 1 1 v 1• TW I G 5 - 4.0% 0' 10.14 0 I ( FG ©40.1 / GF=1141.8 't� cr I N �� 9.1 TF 40.7 43. a, g GF=1140.3 5 0 FG Ch 39.2 5' -GF=1140.7 - I '� t.r -( 7' G N x / 1 ., `\! 0° 1 FG �t 39.3 N %K - LA °j 41.8 0 - 2. 38.6 N & N ;D �• 1k~ I - - civ I fi5. C-GB37.73' 29.84' �• 1Z - •1 �� 60.00' v� o �G 8.40' 60.09'.93' 50re k�1 r!1 N v+ ti"' w S io I sw g w s I� �G _ N r 1 + r C N W 1.00% 1 ,� I 29 ; wRAB _GO ."OD INAw A I NO co G � ' W .�G W S i W S W S o 61.00' 5.08' 45.43' S W 61.00' p , fit.00' - r 7.'I� �s'�� •0. 1 �s F� "2� • �G 43.14 1. .c� 19.24' .1� 1? �X y �^ ,y� S ' •v, tt 'L' ;� °`�y CA I N �� 43.6 ' r I - 42.8 /M�• 14 -GB •2,t � - to �``� 41.7 x -� 43. iI01 4e IGF=1144.0 6k--( 44.5 0 I I 5 41.0 v~ N 41 43.6 o FG O I r FG 4 0� .��� s� �-('B GF=11 42 4 0 6 . FG '� - 5' 44=144.8 I 1 I 1 s � 11 0 04 I 5' �.400 j5 -I 4 FG �©FG I I o I 1° I FG o 0 o 40.4 o FG I a I 1 I I o ` I I - I - N -08 P 5 43.4 1 6.43 .3 1 -. a I H O GF s' I I "'o.3Q1 Q FG _-r _ FG41.1141 � I 0 40.5 I ���-� 1 6 a L-- --__ _ L-- �- I __--__•-._- 0-0.2 1 o - - -- 'Q4 o -I FG 3 I 0 o -.4 o I 1 IQ I © zaQ z2 - I 0 PE 1[144.6 z_ Z � .3 o 0 .2 1144 5F143. F 1 .8 1145.-0 v 4 .6 34 ZFF1142.1 o 0 141 .4 I $� 1 .8 - Q _ ,Q 4 .g FG I I FF = 1141.2 j .2 41.4 o FG 44. I I pE = 1140.5 .3 41. FG 43. o _ v FG N 42.3 FG - 44.6 FG I 1 I - 40. ,5 FG o o �. 43.1 N 43.4 FG FG ,� N 41.9 z aq - I v N 44. 20 0 20 40 fi0 I FG 5.12' 40.9 o z 40.9 I �� . _� . - �• - - z a4i - I 43.8 c � I 39. ~' 0-4 40.1 � � - � -� - 42.4 I �� . .� - -- E - z . IL z �`� 41. I I 43 I �"-�- . I 25' E _.__ �- 7 GRAPHIC SCALE I - - - 4 I _ I 44.4 I ° I 40.3 I I 11 I 2 LO N N I � LO I • s� 4 N N 59.44' 42 I I 3� � n 28.39 33.pfi 43 S I °S I 5I 6 81.5,3' I ^ r 4 81.73' 1 4 61.00' \ I 3 0 N N CL It 0 I w V) Q a UNDERGROUND SERVICE ALERT P4_^NN1N6 ■ DC0I0N ■ CONSTRUCTIONto N (.� 27',f66"EZ ROAD,WE 400 Z ■ ■ ■ 1�-8�4--422-4133 "��""�°�"'A � CONSULTING 9�-6- AW ■ FAX 909.6767240 • www -Can c� Two WORKING DAYS BEFORE YOU DIGLD 02-102GR Q i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCI-MARKSCALEQRo��S S I�N' DES I G1�D BY DRAWN BY CHECKED BY Drawing No. o A M. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE: CITY OF TDEPARTMENT of PUBLIC WORKS Contractor HORIZONTAL ,�`�� �c� jyl�� � I ans Prepare der The Supervision Of o ,. w y r 1 = 20. No.43090 ACCEPTED BY: DATE: /t _- PRECISE GRADING PLAN 0 Inspector Exp. 3/31/04 ---Date: /v/ L DEPUTY DIRECTOR OF PUBLIC WORKS VERTICAL s �� MIC AEL A. TY RONALD J. PARKS TRACT NO . 24136-2 . PHASE Q Date Comp I e t e d ��r r �' �� = CAM I Nq RABAGq , LOTS 29-38 N/A pF �1► R.C.E. No. 430 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-05l � SHEET 4 OF 11 5051 FE 1140.3 1 PE - 1141.3 1 52 54 , PE = 1142.s � PE 53 20.62 1143.2 1 PE = 1143.8 ='`7' 49 PE 1144.0 PE 1139.2 69.52' 48.93 70.24 � 71.82 73.51' _ •, _ 140 �3;O ., I , W YO Cb I `'' W I 7. I r' ' N 37.1 I °' Pn / I �e X6.6 - 37. 91Z ~� _ I -38. O z oz 7. N 0 7.7CN I I .0 37.3 37.3 z G 0 38.4 38.4 ' - , N FG FG - 1 FG z _ FG I .4 �fw / 4 �z 0 � -� J9.o 4 N � � 11 -� FG ' '�•4 I I 38.7 2 2 / - �� - / O - 1138.0 F-• 4 f 39, I --- FF = 1138.0 101 PE 1139.1 .39.0 / I 1138.4 �" I I I PE = 1137.3 I O O 3 G Q ? / �= z �_ CIV I 1 1137.5 -------- r -1 -' I -0. 2 /Oe G l I -1 �� pE 139 .� FG Q I �'/ r 1139 '7 - 2 39.6 I 27' 0 7 i I I •3 •n ' •0 FG 36.4 1 I _ •1 G .0491 _ r-_ _ w 37. � F -1 '^ 0 v .1 ��1 FG •4 �_� co •2 PEs 140.3 2 I as - s 5.0% Q - �� 138.2 .8 F o O ,13g 11-4 37. 7.5 7.0 GF=1138.4 f-G 8 �. I FG \ -G8 - cr 37.4 - 36.0 - .- co _ 37,9 1 1 b o -Gtr °� c *-, �~GB - I►C 1139 .6 r v '�� ,^ N �.901 _ • �y � 1 x r S•�� o`" .s� 3'�r �` G o 38.7 �- ��8 .3m '+,�°'FS .n • -1 ' 1139.z ^ W le"( -1 1140 60.01 s0 � s I ? 7.9 s N � o S w w S 60.0 0 N 0 '� GB o_ .� n N D! `f .s `S I �x 1 9�, o + �' N O^ - N, 5g 88. O 5 � ¢ o � � S - �. s 3 .00 I .�C+ N- •J A 3 ��'' qtr• S I � 38. .H ^ C) . 25 to WNO CA�m I 0 N o r- I � ppN � 3 V 2 o + EEX. CUpe� co o S w S0 w S 68.53' ACH o ^, 68.53 1 68.53, N 1� .n •�Q Y �• t0 - '37.6 N F 3 W r � �1 rn S I . �' GB S am 36. I 5 38.4 � �` �* - / � GF=1137.2 .n �F=1137.9 GB FG /v 5 0� �+r' �� •�-, / 3 37.0 n 5 37.7 37.7 g I ►°� .nom•� � )•6 � fie, I - FG FG I FG I n to �,`G� `nQD �►_ 1 .6 -I 37.1 _ J 8 ^� '�•4 .� k GB I I k-GB '-,1 �-c�g •gx B' I ----._�- 39 1 1 FG I 1138.6 � FG o I o I FG �� QD Iawl b4 aEl .00 1 "-` z I 2 114 Z FF 1137.7z 9 0 1 � 1138.4 � _ PE = 1137.0 pE = 1137.7 7.71139 = .1 FF .2 2 I 7 7 FG 38.4 PE = 1138.4 0 - •.. L - 7.0 FG FG 39.2 o 2 r _ 7. FG 37.5 K !`' FG FF s r o I FG �-i P Z o '9 O ? c 6 12' _ ,139-9 0 1 ►.� .8 � - - �� I - N 7.5 O .2 4 . z CA ao 'o I S g (%q _ .3 .2 39 Ae __ 1140 �'4 ' f ^� FG 5 FG 9 1139.9 �- r29 g $ 57.91 TS _ 1 .0 57.91' 57.91' g ` 0 2 39 1140 S S N$ 7.91' c� O� E CV -� a TS _ N �9'7 / • as 3)• h N ca a N N ry N y O N W V) Q 2 N I UNDERGROUND SERVICE ALERT PLANNINS ■ Dta1SN ■ CON■TRUCTION d' N f 20 0 20 40 60 Z CALL TOLL FREE rYWZ ROAD,SUM 400 ca 1-800-422-4133 '�""',CALFORNA 92SA1-4679 CONSULTING 909.676AW • FAX 9M.676-7240 • www.RBF.c= ca GRAPHIC SCALE o Two WORKING DAYS BEF'OF;E YOU DIG LD 0 2--10 2 GR z CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENCFWARK p v E S S 1p DESIGNED BY DRAWN BY CFECKED BY Drawing No. SCALE QR M. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE: CITY OF T DEPARTMENT of PUBLIC WORKS I HORIZONTAL .`�� c� r�4` ey� Contractor P ans Prepare der The Supervision Of , � -� .-• y �_ ACCEPTED BY: DATE: It ?!LO� PRECISE GRADING PLAN a 15 LO a Inspector c t or 1 20 °`' Exp. 3/31 ° Date: 27 �� DEPUTY D I RECTOR OF PUBLIC WORKS - TRACT NO . 24136-2 , PHASE 2 p �'¢ MIC AEL TY RONALD J. PARKS - _ Q VERTICAL �'l C I V �. �� _ _- CAM I NO RABAGO LOTS 24-28; 39-43 a Date Completed F `1E� R.C.E. No. 43090 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30 05 f''fis SHEET OF �• N/A F C k5 11 1 41.3 40.2 TS 60-03 TS 69.10' o, 1 31.9 X3 -- -' I �•� ITS 78.68 cr 1 ' 35• I w r 36. r r � r I - 105.30 ,� - - 3 1 - - .. . .�. - 1 _ _ _ E-HP I !! I .OJ6 MIN ' 91 3 - 'SSG' 33.0 - - I _ 34.6 0 35.1 1 35. O � 36.3 I S• - 32.5 - �-G ? S I FG w - " 2. z a� FL N ...................................... .2 , 27.17' �- 3 .8 10 1 - 32' N o .4 33.0 FG 20 \ �- 0 .0 35.4 G - 36.7 36.7 FG G FG 0 \ 33'0 F 4 66 . Z� _r \ FG 3 PE = 1125.0 rN ) 1 ? M 4 1 ", 13+�. ' \ 9 z 1 1 - pwY, 136.1 0 1 \ I I FF 1 K 43 N 3.7 L1 13.5 F 1133.7 _ PE 1135.4 FF = 1137.4 0 � s 113 0 1 r# ao \ F x 1133.0 a� '� z I PE = 1136.7 1137.3 �' ' a 1133' 8 r ` ? ,�U rn PE ,1 w S I 1 \ �nO fil. 1 31,10 P .51.8�"S 1 \ r�'--`-----•----- 1 1 -VG \ " Z- o� ------4-----�--- I L _ 35.10• 1 ' V ' ���- �_.0 4 \ r ( �, 36.4r . 7 1 34.1 `cy' �, FG I 36.7 3 •5 FG � �Z \ 1 � � � FG •�� � � 0 35.4 �_ . FL 1 33.0 G r 1 _� 1136.9 6 . .4 a 6. ' . O �-C-� ti 3 1 0• FG gI7• GF=1135.6 N 35.8 _ 31.4 `► o . w�24 \ 1 GF,,1133.2 ` �+ 34.5 -GB 32.5 f 3s 48 31.8 a 1 FG .9 3 •1 32.0 �� C - 40 4 � 65 �S 31.3 FG 1 ,a \ Q -� 2 � ' '% .�` '�� PE - 1124.7 N ,FG FL •S '� s 'D '��- .--, 31.6 N � 60.01 3 - 2� 3 1 �� o,,��c� a � �,Sr� 59-70' f___� 132.5 1 _ - j S ''� 56.52 ti F 1 '\ 1 PE = 1131• 1•� ^�. •� �. ,�G + �, `s I oG 10 FG g ' - �^• N ,�G �, IN 023+40 I�, to 10 w ��� �►• \ ,S S � N a vl PI 1134. - - 24 I g 1.OpX Go N . v r' 0 4.0(% 1 _ I b w ' 37.8 30.2 64 �V PE 1124.3 r ry'� N ^�C, 73.09' illilljlllllll \ f.,� '� 71• o / /C9 .00o W 34.9 -�- 34.4 �" 2�$ ^ 3• ; v� I ® GF=1135.9 .9 .2 69 FG ryAda fb 41 32.1 5. FLS - Fir 1 aa- ;, S 2g.� TF 33'3 h v+ Z9 7 FG " 3 1 I L_-.__ - � _,�128• `L:�' a 5.h rn t •1 o it s o x'11 S -r `° FG 33 .3 24 $ ,� S - •o�F G 1 - PE - 1137.0 r \ •� C11�,�•A FF = 1136.6 L ` ' PE -11359 �. 5z \ ap _ v p 3 35.9 60' N� 28•� � � z FF � 1 -0 .3 �• � G' FG 3 ... 7. z P� G �, 35. o • 24'�` h 6 g -�1 ; 13i0.g 3 - z I 1 a, •tT 15-1P� F N c 35.7 4• �g1125.� - 6 FG F 1r - r�-t•IP I 25• � .Q \ e, �' 29.4 TF _ � \�� 31••9 �F �..61.7a 5 F \ o Ar FG G N o 013) f� - P 0 2 z -� FF $11125 26'4 rZ• - � C14 CID \ Gdb' 0. 64 1 �• 04 PE - 1124.3 ZS'� & $ fal 24• 4� a Gov N 0 . o �• w 20 0 20 40 60 N I UME RG ROUND SERVICE Q PLANNING ■ DtSION ■ CONSTRUCTION ALERT GRAPHIC SCALE z CALL TSL FREE ■ ■ ■ 2 YNEZ ROAD OLNM 400 1-800-422-4133CONSULTING >�.ere eon • FAX a e.72AA can c� a TWO WORKING DAY'S BEFORE YOU DIG LD02--102GR �. CONSTRUCTION RECORD DATE BY REV I S I ON5 DATE ACC'D BENCHMARK 0 F S S 1p DES I GIBED BY DRAWN BY CHECKED BY Drawing No. SCALE �� M. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS HORIZONTAL .�`� �`�E. r��' �� Plans Pr ar ed Under The Supervision Of o Contractorp - y ACCEPTED BY: DATE: �Z 3 e�. PRECISE GRADING PLAN o Inspector c t or 1 20 cr_ 3/3 0 Date: I L7 fit- DEPUTY DIRECTOR PUBL Y C WORKS TRACT NO . 24136-2 , PHASE 3 p �c � RONALD J. PARKS Q VERTICAL sl 1 1 � ICH EL TYLMAN _ "� CAM I NO RABAGO LOTS 19-23; 44-46 7l 0� 43090 3-31-04R.C.E. �rrf-�=�=isea�=� a Date Completed NSA F pF �k`1F R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30--05 CALLE SANDOR LOTS 62 & 63 SHEET 6 OF 11 Ky � w 12 SANDOR 13 C4 � 1 S �� C �� 1121:1,L � � 7" wAG N � p QV _ _1 '� •�b• s w w S 19.10' 46.76' 67.59' 62.00 ' � . �;S _ •445y`1.-0637.0 YOS' 43.90' 2.1 .164y.00, O - B% 37 70- / ms .4 D 3 0037.8 o W-1 .2 13' aI x - V11 7 8 34.6 37.5 k� C. IL © F� o - I L '=11 is 6 - GF.1137.7 5' �1137.1 34• f (F=1135.3 5' >►p oV` 5.0 32.9 I •7 c0 �_ �n N FG 37.5 0 's I 3 8.22' G I G'4 C n ,�'y z FG + 10. ; G o N � 4� ;A I. FG Q FG 1 F6 2 C' - I 0 N I8 .5 33. / 36 I I , � I N FL I 0 I L_ �� �1 .11 cam= 1 T$ 7•s' GF; 7 37.7 �------ I ________.-__.J �� -- I { 1134.5 L_ 1138.2 FG �_�_� - I -0.5 I -o.2 G. I 3 z I �I POEx � z •z o o K I /J FG 2 A 4 z - F� = o EMI r F = 1137.6 I F'E � .2 �e at � � � z F � 2 7 7 / 1111'39 p .-. Z. PE = 1136.9 •5 I = 7 z 36.4 I •� 1138. I FF 1138.4 I 34.0 Z PE 1137.7 I FL 36. FF = 1136.3 I FF = 113 I 1138.0 3' FG .8 35. PE 1135.6 34.3 pE ; 5.0 / I 1o' 38 FG 1134.3 _ J 38. 7.7 .34 FG 35.6 FG 34.3 1 ,��9 0 FG• J FG FG F�'7 FG o � o - 34 FG FG .2 rN z >M oz . 34. 1 - ` �i 38. J 37. o ►-� 0 37. 7 N 7 I - - ____ - - �� I - N z 35.4 I �-FP 33. I E7,8 . - --- - .�� - C' FLS as I 1-W g 7. $ 1 o C4 I I Ftp • 1 I ,� 0 '+j9 c� ^ / • I 0 1 g 61.02' � ��' 31.44 I 80, o g '�S 6200'. r 29.25 o �- �S 'S 14.83' " J �9•�S 81.85' 'I • 1 3 61.94' 0 1135 I .�s E . a do N O S�, n F J3 D CV N C7 O r I w V) a UNDERGROUND SERVICE 20 0 20 4o so r rn ALERT PLANNING DESIGN CONSTRUCTION GRAPHIC SCALE N r CALL TOLL FREE E ■ ■ ■ 27%W YWZ ROAD,%XM 400 0 ^ �"� " ° ° '�1-800-422-4133 CONSULTING COMM • FAX 90Q$7a7240 • www.R c=n c� r TWO WORK INS DAYS BEFORE YOU DIG L D 0 2-10 2 G R Q J CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK Q�p F E S S 10* DESIGNED BY DRAWN BY CHECKED BY Drawing No.SCALE o �p A M. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE. CITY OF T DEPARTMENT OF PUBLIC WORKS � � r Contractor HORIZONTAL ,�`�� �� jyl` `�� Plans Pr epar Under The Supervision Of o 1„ = 20' No.43090 y � ACCEPTED BY: DATE: ILL-510Z.- r PRECISE GRADING PLAN 7 o Inspector Exp. 3/31/04 Date: DEPUTY DIRECTOR OF PUBLIC WORKS _ n RONALD J. PARKS TRACT NO . 24136 2 , PHASE 4 VERTICAL sf 1 �ti� MI HAEL A. VMAN -_ ==a�Date CompIeted 'l0 `��o� R.C.E. No. 43 Expires r es 3-31-04 R.C.E. o. 19744 Expires r es 9-30-05 Mfr;====i�ea= CALLE s LOTS 56 "" 61 a F Ck P P N/A � SHEET 7 OF 11 �' SPARKMAN 2 -. - - � 13 IN IN :D m 14 r C� N Q cv ,�t� C 4' 15 #I- S r3 �� ��,• N W N s• �''ec sr_ I - W S w 67.83' 67.82 o N f 55.40 C'A 67.�' � 6� -^ 4• 4� � � � ►� � •�� a / . � 0 1 . 1 X FS 1°• w � `�' �•~��" � 1►�, C� �� 4�•22 } �, Ab C-) 1.8Z I �'`� N 38.3 39.4 - 38.8 40• ' �, 60.°Q' w S °` 42. FS \ 4 _ S •42.72 F '` �` I E-G8 �� A 40.3 � ��FG 4vlI r1 'S°'• F _ ,� ,o _ �n 1 GF-1 139.4 15' GF=1140.1 I FG c - .� `N \ 18 ` •7 39.2 c 40.2 g•pz �� I ^ 41 6 $ m / 1 �� S W n _( ��- _, FG 1 FG I .r �s f �-GB ri _r �� 38.02' _ 37.9 I I 4 ._ 1 s ` ,�• �j GF-1138.0 •0 �� I 39.8 �'`� 5 r 1142.5 41. k J / J'•�i��� `� ` `■1 ` rn• 1 .1 5' 37.9 1 FG 40. 0 42'4 I 4 •3 o `�•0� x¢113 36.9 FG 1 g.43' 39. I -"0.4 I I 3 1 FG �`GB FG I �. -_-- --- --- :-GB 1 41 43 / 5' �11 .4 1141.5 s l G o 4 43.0 0 g 5. 43 1 I In 1 1 41. 1 a I fi 1.9 FG "� k�. o •8 5 5 43• 42. 3 1 .6 _-- - I o 1 --�. 1 5' 42. .5 _r - 't �+ - 1 - -- -' J o 42.7 0 5 N GFx 1144 1 1 •9 1 rrr1 1 0 $ �`GB I .4 144.012 1 ' 1 36 3 w _ z �~ f d r _ ' �a FG 1 - p z FF 1139.9 z ��- low z , �-��� 0 144 p I FG 1 ar PE = 1139.2 I z o I 4 r- 4�. L I I • FF 1141 -01 39.5 F �• .4" o� �� z- a FG - •3 I _JIF-J' - .7 I PE = 1140.3 F 114 .o I a� 1 I 1 it Z 1138 a� 41.3 PE _ 2.0 .� 4 FF0 11 .4 1 L 11 37• PE _ 1138. 40.3oa 1 e 39. 2 41. •_ 1143.2 /--� o� EW O ^ - = 1137.6 �' G e FG FG FG FG FG 42.5 PE $ 1142.5 V r- _-i 6 z oQ I 1 F E - 1136'9 FIG 5 38.4 Fu N 6.94' _ 40,8 0 FG 4 •2 I FF ' 1143.9 o E5C I 1 P F N 37.3 _ 39.0 40.1 c ._ o z 40.7a 1'E - 1 •- •- I . z O o _ _ o .� - I 42. FG 143.2 ae o 1 M f 44 .J o FL - Z a4 EL z � - N - �� ��. . �... . N ° C - I 41, 1 - �. _ 42.3 1 p`' FG � - I w '�' c '2 43.0 "v� - 1143•g o g • � g � 4 U- N - 36.9 o, N I •5 Tw - 41.8 FG 43,6 FG 36.7 N 37• $ 40.5 TF. . � 42.4 F •2 FG 4%3.8 - • � r �� 40.2ILTS I -42.3 � I 8 � �� I _ � o o z G 42.9 F - w 1 g tO 80.04 60.03 TS 49.03. �°i I g �' I - C4 43.0 o k 44.0 1 _ '43.5 I g -37,ap o z 43 HPF 3� 1 - '- 1 TS g I � - - cv �_ _ G 44.o - �G, 11.0 59.9010 I - N -' - � - � 43.4 FG N 1 39 p44. LI g _ o z carr N 0 YS 43.8 43'6 Ts X0.00. S 1 - `44.e ` . �-HP TS TS °' �� 80.00. 45.0 N TS 73.51- 45.0 TS �o N O f N O r' � ca LO a 5- 20 0 20 40 60 UNDERGROUND SERVICE p ALERT PLANNING GRAPHIC SCALE■ DESIGN ■ CONSTRUCTION .- z 0 CALL TOLL IF 2 YNEZ WAD,SLUE 4W 1--800-422-4133TS&CUU'CAL FOF"A 70 CONSULTING m e7eam • FAX 909.676.7240 ■ www.F�F.cm LD02--102GR J TWO WORKING DAYS BEFORE YOU DIG REVISIONS DATE ACC'D D BENCI-�IARK 0 S S 1 DES I t�D BY DRAWN BY CHECKEDBY Drawing No. $ CONSTRUCTION RECORD DATE BY SCALE Q� OH,� RECOMMENDED BY: DATE: CITY OF T ; � M. BOECK M. BOECK M. TYLMAN DEPARTMENT OF PUBLIC WORKS HORIZONTAL .`�� ,��y`� ���� �y� I ans Pr epar Under The Super v i s i on Of �}• g Contractor y =_ �/ DATE: 0�- PRECISE GRADING PLAN g . ACCEPTED BY 1" = 20' w No.43090 Date: Z Z. DEPUTY D I RECTOR OF PUBLIC WORKS -a 8 �' Inspector _ ExP• 3/31/0 RONALD J. PARKS TRACT NO . 24136-2 , PHASE 5 M i c AEL A. T N CORTE SPARKMAN LOTS 47--55 VERTICAL J� C I y I� �!' �l 4�� 43 0 3-31-04 �'°rr-=�:::i�ea= a Date Completed F p� `\\ R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 f SHEET 8 OF 11 N/A 65.85' Z5.3 102 35 TS so.22 � , N57 • _ 23 5 U') 1130 , - N cv � �� IN Z3.5 25 - -. !� _ �,, 1 .Ox M 10-1125 10 .3 -A04. Q d1 FG rn G ►. 1 � 3 3 1 � N '� c 1 0 1 6r Ftp FG__J .0% �. I - N ") C 0 2.49 1124.5 M1N 1 -4 z 24.1 - 4. �4�1 \ 20 1 FS cv - 4.0 ���-FP - - 20, \ 25 N $9 9 FG 25.0 - 5. � 24. o �t z 23. o � c � 0 19� w,15' �', FS tr 1 FG FG 24. N 3.6 o 0 .1 N 2 ( 4• C : 1125 " 4.7 FG3 24. 14' r � 1124.5 11 P 1124• , 1 1 FG F - � °° � a . 241 .4 G 260 o EC ` 1 Fl 24.4 TC 1 4 - 104-99 TS FF 1125.7 z I o� 1 FG 1 26.2 COD. I 1 a 01S _ _�--, 23.7. PE ==5. 1 M �- 1 S - 1 . � - o 10 �� - -1•'P 4 o - 0 _ 1 --• 14 1.44 N _ � �,I►ZN z . I 0 125.4 Z Z �20 � 0 _ 1 .0 3,4 ------- .3 .- PE - 112 FF = z I T BC � -. 4.7 0 o PE = 1125.0 - \ 15.49 4 58 _ 10 FG I I - 4 1124.3 21. 10� \ - .5 24.3 - ? - ----- .- I TC •6 I Q I -- I - \ 21 N 23• N o FG 1 - •49 �;� 1 1J►� 1 - 5. I �- 2' Q " I o I to' 1 FS FG 1 3 - G • I o I 1 C93 5 GF'1125.2Q - 3. I . N� 1 10. 24. o C--GB � 2 I �8 FG .7 \ 4.51``J 4. I fir. ��` 1 F 1124• - I I \ IFF 1123. C FC 10 D w_24' - FG o 5 FG�=t 124.5 y 13� .4 GFa 1124.7 5* r 3- o 3• 4.3 ,g - EC - �'1 3.7 i- �- FG 18' FG 2 4.4 ti3•FS 1 • � -GB ,� w I o a 2S 0 - 1 48-59' - ?? 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FG 5 • \ / ba I � I.... . - 2_j zEW oif-05 IF ,,2 o - -_J \ _ I \ I� FF �^ o ^ I � 5.5 I "OZ z o e _Q 4• PE 1124.8 FF = 1125. 1 - ♦ z I \ - r G 4.8 I _ - 1124.4 '� 0 1 M \ •O� 1p' ry 4.1 0 91z M .4 4.4 � - N -z FG FF s 1124.7 \ I \ \ 23.7 FG 2 PE = 1124.0 - 4.6 o 1 \ 4.4 o z 4.Q - M CSj o CN ^ " - FG ` F_ SO o M `� Z4� 3• E \ I 0 59.79 ►"� �_ - N , \ Lco O 00 04 04 N I \ Ir CV � t0 U' a r 0 cp w V) a a ROt,lND SERVICE 20 0 20 40 60 N ALERTV►NNINO DCiIlN ■ CONSTRUCTION PO _t GRAPHIC SCALE OL TML F E r7='MR ROAD,SME 4W 1-804-'-422-4133 � � � '`'CAURMA 92MR-M79 CONSULTING 9N.TM A00 + FAX 9M.676.7240 + www.FSPow Q c� TWO WORKING DAYS BEFORE YOU DIG LD 02-102GR z i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE QRpFESS1��� DESIGNED BY DRAWN BY CHECKED BY Drawing No. o O j M. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS < S A. Contractor HORIZONTAL ,�` ���� r��' �� P ans Prepared nder The Supervision Of o 1" = 20' No•4309Q y ACCEPTED BY: DATE: I� 3 PRECISE GRADING PLAN o Inspector Exp. 3/31/04 Date: Z DEPUTY D I RECTOR OF PUBLIC WORKS RONALD J. PARKS TRACT NO 24136-2 PHASE 6 VERTICAL Jf �����, ��� M I CHA L A TY �__ -- � � Date Completed �lF o� 4309 3-31-04 ----------------= 1 CAM I NO RABAGO LOTS 16-18 Q N/A OF CK\. R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 're l . VIA MONTALBAN LOTS 12-159 64-66 SHEET 9 OF 11 1 A 63.64 �• A '.� 135 - _ if .- A - LA O3 r r 60, 00 ` r FG 25• °° 1` - 4. o N 5.2 I 4.5 - z 1 _Fp z FG FG . I 5.7 F I I �•a r _ � N - �, g.7 G r 4 1 •� �. _ - .3 _ Ua2 4 - i I '� FF = ,126., a�. I r _ 1125.0 .4 7111 - PE = 1125.4 � I FG 11 0l FF = 1126.4 " r Z zl 1 � _ 1125.7 I I .8 4 �, FF = 1126.a '� PE Il r. - "�.2 G o _ 1125.1 ,2 F _1 011 2 - oQ - _ 25.1 �___r-r 1 .93 FG I - FG 1 = 1127.1 5 �' r0.2 I 3 JU 7% o FF = 1126.4 �" z 1 z ry__ __�� 1 1 a 24.0 I I o *4 PE I - o -GB � � 0 4 1 1 '3 ' '4 I g,7 1 1 G .2s �•;� . 1127.5 1 �_--"" �o 1 .7 F 4.3 - C-1125.4 5. I PF , 1126 g aQ r 1 .d 5 5 91 0J FG 9 24.fi 1 1 - P I _--r 1 FG Z6.0 � =1125- �•+ +e _ _ 0 4• �_ �1 GB = 1127.2 z __r-- r 2 -1 5GB - Fl F g,1 0 5' S 24.9 w �- r I -G8 4 �3 1 Q, ae�3 - j �3. F`' S 3 L=so.o 6.5 G 5' FG i• r.3 y�ty FS `9� L=59.94 � FG gF�127.0 5 N w S �• w 5 7 25.7 25( 30.77' L=29.21 S N 25 Fl`GB F + of +n k• �� S S N• :< V �� \ M 00 o w ^ry ,� rn 16 00' 60 w # _ N toM TALBAN ry�V j w S '"� 1 15 10 -4 �p J jpb «} N S W W O 1.0;r 15, . 0 3 w w S -42.67 ?`� �A'• C w � o S _ �"a•� W S 4.0 - �4G4 •r' `� so �G8 - lc• 3 0. 2 , 4 no`s, w Zg, �► _ - ,a.• 25 6 �-=1 2522 5' 9.66' / 2.6%25.5 24• FG FG S 260 w 60-00' �� 1 o GF= 1 . 5' FLS 3GB (o 3 5' - fi.0 _ 5, GF=1125.6 I 1 6.66'11,111,111111100, FG 5. I • ;� �,X5.8 ► en 5 Q / 4. I t FG i \25. i --0.2 - CP . FG �- 5, y ,�, 37, --0.2 i 1 c��112 � �` a � 5. 1 --I-. _ 5.6 r II 1 .1� S• 1 .2 FG 1 r� - r -���� _ 0 4 I FG 0 0 %- 1 . 1 r.z 5 1126.6 - o z 1 • I � 6.0 0l 4 � � � 25.4 o aa_1 0 FF 1125.9 PE 1124.8 �-( --0.2 _r 1 ' aFG - ZI t Z PE - 1125.2 = 126.3 11 .nO 5 .� � .3 1 zl z .1 s 1126.7 FF 1 FG _r 1 0� _1 ,Q FF i _ 1125.s o o '01 J PE _ 1125.0 I PE I �- 25. 25 !•r r \JN 1 sa FG 1111 G. O o a a 4 a -1 ,� .o I 5. - 24. Z G 5.o 1 = 1127.1 .4 F f FG [ c _ 1126.4 G .6 G. 5.25'FG - _ N - - � 1 7 N - o FF = 112 7 1 . o ,4 '� o _Lp 5.4 ,tVA 5• G - c� E 112 F N5. c1 .0% MIN - ►� z •0% MIN _ 4.7 N 127.1 1 G g'6 r = 1 1 6 - 00 ., �.7 N �� �- , 'o w 'L6 59.00' 58.65' ifta w N 25.9 z � � � 59.38 S •� N o - fL o � . cr 60.0'4 0 J 'I,�• N n 04 c7 60. 1 1 q`' n 20 0 20 40 60 N UNDE RG ROUND SERVICE 0 p AL.ANNINS ■ OF-61304 ■ CONSTRUCTION ALERT GRAPHIC SCALE N z_ CALL TOLL FREE ■ ■ ■ xYNEz ROAD,euro AM 1A•cAuFa1NA 7A 804-4224133 CONSULTING 1>0..67'I�.AM • FAX 99.6767240 • www.MF.corn wowING DAYS BEFORE YOU DIG LD 02---102GR Two �. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKDESIGNED BY DRAWN BY CHECKED BY Drawing No. SCALE Q�pF E S S 1 pH�A. l M. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE: CITY 0 F T E M E C U LA DEPARTMENT of PUBLIC WORKS y = �HORIZONTAL Plans Preparer The Supervision Of Contractor oACCEPTED BY: DATE. x � o PRECISE GRADING PLAN 1" = 20' � •3/ /33090 o 0 LO Inspector P Date: L DEPUTY DIRECTOR OF PUBLIC WORKS M I CHAE A. YLM RONALD J. PARKS �_ _ -��. � TRACT N0 . 24136-2 , PHASE 7 VERTICAL sf Cl v I\- ��! VIA MONTALBAN LOTS 7-11; 67-71 Date Completed e t e d 43090 3-31-04 19744 Expires 9-30-05r� -19 - "'� p `�F R.C.E. No. Expires R.C.E. No. ' SHEET OF � N/A � c� 10 11 T 1> III J\ FG ".27 \ •`vim / /` ••� / � `�'' ��' 1�, � \ e c ti o L001, �� VD Iry \ 100 w _ 7.95 - ,ti16 �� '`� � '� 'e�. 25.16FS 0• S jr lop 100, CIV & 401 lop .39 FS r Ic G C) 171 LI S • A 5.24 • 6 \ - ;c� / N ON • \ 16;1 Oil 2 4C 439 e, �' / A �G N ��b� • rr 'tib• /� / fes° �� + �, N`�' .00 / o� �8 •31 S 'e'• �i�� -- 6 41, U 12 VIK / ry• F 10, / \ _ IP / -bb Ate, `� MIlej ` CD LO if N o Q Quo •? 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HORIZONTAL `QED�� T��� �y Plans Pre d Under The Supervision i s i on Of Contractor P P PREC I SE GRAD I NG PLAN - � s � ACCEPTED BY: DATE: �� 3 �L _o 1" 20' E No.330904 -o Date: Z d L DEPUTY D I RECTOR OF PUBLIC WORKS �' Inspector P a¢ RONALD J J. PARKS _ TRACT NO . 24136-2 , PHASE 8 Q VERTICAL sl �, ��, ��� M I AE A. LMAN ________ _____ CAM I NO GALLEGOS LOTS 1-3t 74 0 Date Completed 17 Eos R.C.E. No. 43090 Expires r es 3-31-04 R.C.E. No. 19744 Exp i r es 9-30-05 �l,.f aUAdc a N/A OF C k`1 p VIA MONTALBAN LOTS 4-69 72 , 73 SHEET 11 of 11