Loading...
HomeMy WebLinkAboutLot 1, 5-21 Precise Grading GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract No . �A � CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE "` RAND SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM recise Gr a ire I 413 6 F a g P n OF 2' FROM THE TOP OF CUT OR FILL SLOPES.3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . h se 9 nd Buildout 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL VIA RAMI �� . FILL SLOPES OVER 5, HIGH. Temecul te of orni PAIAA a a In City of a 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 7 � � p9c SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY STA ��. k 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 r `- ENGINEERING DEPARTMENT W Z'� � BITTEN CERTIFICATION OF COMPLETION OF ROUGH p000.00 '' 147 5 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB TC z ' 1 �N tlu 7 �� #�� ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 7R. GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. , pI0 Plt;p , 4 LOW LINE 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG HIGH POINT HP TOP OF CUT SLOPES. ,k 8. FINAL COMPACTION REPORT FINISHED GRADE FG WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. oree HWY. 79 11 FINISHED SURFACE FS ' 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF ° 9 �° �1 �6 r TO SAN DIEGO THE PRELIMINARY SOILS INVESTIGATION BY: CONVERSE CONSULTANTS TOP OF WALL TW ¢ � PROJECT S I TE JANUARY 21 , 2000 L TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TOP OF FOOTING TF V ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 0 �. 99 6, 61 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. . e 6, r NOT TO SCALE � � e � 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING PAD ELEVATION PE 0000.0 16% lb 3 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- FINISHED FLOOR FF 0000.0 '� 1 Q � TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. WATER SERVICE 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SEWER SERVICE S '• ''f SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL k BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE DRIVEWAY a , , , FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 6 b, � ✓; HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. _ 1• ; •,,; f � ,,� 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SLOPE 16 A PAD ELEV. -O.,j' WIN. 401 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS ' - - - Q `f": MATERIAL. ° e LOT NUMBER � �' 1 °6 r z � 12 � z rim I 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN UNIT TYPE/ELEVATION ,ti o m .•a A I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. \_ZA , I PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF � � I 10 Tr. I INVERT ELEVATION I E �►1 �� '� ° FILL MATERIAL. �. � I 5' (� 5' S' B "m ' 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF BACKWATER VALVES BW 1b MIN offB NVIDMIN MIN off C 5 I t� 1 I M) �►� MI PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL I I '�' INDICATES ADDITIONAL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO -0.2' 1 " �g I PAD PAD I ADJACENT PROPERTIES. STEP-TO GARAGE FLOOR � �� � ,� � y, .� � FF FF z (GF FF STEP) 1 z z z z 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED \ .o X BY THE DIRECTOR OF PUBLIC WORKS. AMOUNT OF EXTRA DEPTH 1 e, I -MIN- 16. 9- !� 16' I I •X � �° I FOOTING REQUIRED INMIN. i 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE \ I TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVEI z z MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO EXTRA DEPTH FOOTING ,� ,� - �Z Z PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. RETAINING WALL '� 10x x 10z' r 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) (CONCRETE BLOCK WALL) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT �� �� ` R W F K AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. , �. ` 4 18. A REG I STERED CIVIL ENGINEER SHALL SUBM I T CERTIFICATION of BUILDING \ A' � TYPICAL SIDE YARD DRAINAGE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- �\ �" DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 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 R PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS5' 6" MIN. 6" MIN. MIN. 5 MIN. 6" MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, CONSTRUCTION NOTES d� QUANTITY ESTIMATE MUDSILL 3 MIN. 1 1 3 MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT SCALE: 1 " = 250 ' IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER NO. ITEM QUANTITY UNIT SILL IS 6" MIN FG LOTS INCLUDED GARAGE FLOOR. ABOVE GARAGE FG • �1 LOT GRADING (18 LOTS x 50 C.Y.) 90O CY � • 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. .,.. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 5 GARAGE DETAIL 12" MIN. 12" MIN. 2 52 60 E 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR a , 60, 2% MIN. 2: 1 MAX. fi" TYP. 2% MIN. 60 TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 21% MAX. MIN. 21% MAX. N 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE __ 12" MIN. ABOVE PAD ELEV. SECTION BTHE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CDR- RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPONcYPREss 0 o cYPREss ROUND OFF TOP REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Tract 24136-3 co co Tract 24136-3 rn 2 3 TO THE CITY ENGINEER PASEO 6000 PASEO 6000 n � e P/L FOR REVIEW AND APPROVAL. 4X 2X 1 5'IN IN 001 � e R m e 5 MIN. P/L PAD ELEV 3' MIN. 1 ' PER PLAN MUDSILL MIN. fi" MIN. TYPICAL FOOTPRINT SECTION A- A SCALE: 1 " = 40 ' 'l:•1EXTRA DEPTH FOR REAR YARD SLOPES GREATER FOOTING Cn PAD ELEV THAN 5 IN VERTICAL HEIGHT =FG-PAD ELEV PER PLAN WHERE NECESSARY " RGRou� SERVICE BENCH MARK SOURC OF TOPOGRAPHY OWNER EVELOPER 12 M BASIS OF BEARING NOTE I"• a MI"• ALERT r1.ANNINC� ■ DE■ION ■ CON■TRUCTION T COUNTY OF RIVERSIDE B.M. N0. T-1-81 EL=1026.428 RBF CONSULTING WOODSIDE 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 2% MIN. N 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. 21% MAX. LDO;3-;304G R CALL TOLL FREE ■ ■ ■ YNQ��' IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE TEMECULA, CA 92591 SUITE 120 SECT.IQN C-- C z 1-800-422-4133 ��o A 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF PARCEL """ L�0;3-10 7G R CONSULTING �oa.�.eo42 - FAx 909.676.7240 - www.FleF.cam (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 P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE 3-24-99 FIELD SURVEY DATA (949) 858--4980 COUNTY, CALIFORNIA, BEING NORTH 16'56'06" WEST. � 0 L��.3-052 G R of TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 SOUTH OF MONUMENT. LD02-22 5G R Z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK o"pfESS1p DESIGNED BY DRAWN BY CHECKED BY o 2/27/03 RBF FOOTPRINT CHANGES ON LOTS 8,17,19,k 20.� �p RECOMMENDED BY: DATE: i�s��Q3CITY OF Drawing No.A. � M. BOECK M. BOECK M. TYLMAN DEPARTMENT of PUBLIC WORKS Q 0 Contractor 4/3/02 RBF FOOTPRINT CHANGE ON LOT 1. HORIZONTAL ,�`�� ���� T�l�' tea, Plans Prep d Under The Supervision Of � y o A� a3 PRECISE GRADING PLAN 1/25/0 3 DRIVEWAY CHANGE ON LOT 18. ACCEPTED BY: DATE: o 1" = 20' W No.43090 � o P DEPUTY DIRECTOR OF PUBLIC WORKS Inspector Exp. 3/31/04 , Date: M IfHAqL A. PAN I LO RONALD J. PARKS TRACT 24136-F' PHASE 9 AND BUILDOUT %' VERTICAL '�t CIV l �� a ' a Date Completed � `� __ , , N/A lF OF E A��F�� R.C.E. No. 43090 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-05 CALLE BALAREZALOTS 1 5-21 Q �f� a= o f '"'" SHEET 'I OF °� X i 64 4 2 I rs P 17 I 67.8 I f \ 163. I 4 '� , FE _ ,8 I 29 I I \ 322.9 1 62 10 �� 15.71 168 8 )'. \ F'E = 1170-2 1 3 0 73 PE. 172.0 54. 18' o I rs 4_ ��, 13.87' 18.,%- I 73.5 3 54 73, PE = 1172.5 .15 Op 2: 1 SLOPE 11757-59' S / o - 9, 150 C*q 00 45.5 FG2 - 11 � � �0 21165 : 1sL� N 1 1 -- 1 - I FG I 44.9 47.56o ` '2 FO'4 "' 53.0 o TS Ar? - - n -Hp "' �•o I ° " F 1 5 _ 1 _ cv o o O o z o - 49.2 0 +t I N FG ;� FG ° - 52.0 I J r- N 1 z 4 I ^ o z 51 J - �` - FG 45.5 \ ' 7.7 ... - .3 ^ - I FG ^� cv r� 50 - f`•�P ano -� I " I .9 " 0 52.0 o J 45.5 ©a '�.2 4g 9 49.8 o - �I F /_2 FG ^ FG ,n 1 FG �'-lfl - N 51 GCD / 45.0 1 ' I - I 5 0 z - I - -8 ao ' o .6 1.5 0 " " cv 1 50. 51. .I 1 I r'. I o I FG 9 4 " _ I n o+t IFF = 1146.2 z �� ® - N - 4�•6 - I� k - � I = � 1 /I f N 5 'I oz - PE - 1145.5 / 00 � 1.5 5 .-. _ N 3 FG 2.0 •}� 15 �I s1 I „ �'/ o J M " Q FF = 1148.9 J / 50,0 I^ z ® II - FG •4 0 1 FG E 1 ►i 0Qj .s o " I I PE = 1148.2 /I "I 0 .4 o ^ z o FF = 1152.2 / /_2 F 0 I Q oa ,? _ ^ PE = 1151 .5 2 _ l FF = 1150.7 N �d45 I B 'J I o + Q PE - 1150.0 / ---__-1 J ,? oQ 6' FG 3 I -J o I o /J -1 FF _ 1152.7 + - 51, J l I .6 •- z / I 0 PE - 1152.0 0 f 8 _ ^ y7p 345-29- F ' LO- --GR GF`1145. 1 ' 04"o I oa ` •1 5 I '`- I z 52.0 �t - _ , 32, - w ,- ^ o+�l 00 1.4 I I r- o -7 .., FG o z B / _ ^ C14) � j , o47.5 s � _-__ z oo , l k 5 FG (�-1, 47.� .,3J 0.7 _ 50.4 51.4�o -I , 0051 I - ,� 7'1 05 I J FG 5 0 2 52.0 15 42.91 h 48.4 FG �- I 1�`G8 FG 7 .� F - 44.22 ..• 46.7 �. 7. I " 11 c w s 75 FS \ °'_ -qg + 9 2 0 - 50.4 50.g 1 N� 47. , oa f-ce ��� 51.79, 1 / l -4; f ^ ".2 5• - k I - GF_1152.FG o _ 5 49.7 3 /I .r rn � 2 FF = 1152.7 I ■� 28.85 46.13 46 °k FG GF=I: 1 FG - p g'� - - 0 .�� �`L 5' PE = 1152.D w S .73 50.0 ._ I IN � � � 9 c) S FS +t8, eir �_ 49.71 I , 2/ I 4� r �, - � F$ f-Ge 8 r CIV N " 43.72 f-Gg 8.r 48.9 - �r.60 w S 3 '� + `� _ ` _ o f`G8 I 49. 10 _ I 52 49.82 / 5 - I 28 V 3 N �.`G v7 - F$'72 48 23 o cb�t - 48.6z FS00 .y`L FG ° •- I I No �W w s s �, s ��,�. � � - $ , f / ~ 3 J 1�.58' 24.9a 5 / o S X0'1• '1152.2G 0 / No ,; w 3' FG 7' / �T �9 49 rV k3•�G N _ 0 3 �8" $E o 3 f�' .�' N `n+ raj o� R _� of -c 'S / r 51.0 00o� e / o N c� _1 '� �' Rai' .4 A � - _ / __ - S 56,s,, a _ �� y r gs ,� 53.0 r�• 45.25 6 FH N - - _ �9. 1.0% TS - E?ALA 46 j7` F$ , 19.86' �'" -- cv N' - -- k FS ~k1 �G ��- aD It � ~ -- j N' 78. 14' f � �} 72.00' ion - S - 53.0 TS 47 46 o Uj C14 .9 Clq 3.0% 47. GN1 49, I .85 1147.,3 48.5 o FS 22 47.71 7 � r - - 6 n FH �o� FS 14 I 47.7 3 4 -S I BW G 2 .J 5 ,�� o, / - ---=�_- S , r 49 53 9'81 I O 0 49. 48 9 F$ '� o F 3 .7 � x + 48.64 -O• + /I G GFS 1148 f`( 4 0.5 F$ 49.01 •s� _ 8 0 .4 4 G 5, 49.5 " 7, k FS - 42,30, � 0 (/, - w ro Fs _rn at /-�I I •z-. o^oa f " `'N �.49 .0 .7 1.0% 1 5' L o GFS115p9 49.70 55i0•8�6'F,S2r(10S2co'l 2 4�h`� FSG?p s,r•Sp\ h / / / / ►� I 14 FF = 1148.69 7n6 5 .5 115 47.9 PE = 1147. . 63 S^0 p 4 0 O QD �47 o N ® z I o GF. 3 Io - � �-• 1 � 0 47.9 �-_ � ? � I r' S 151,7 � �• / FG 0 0 51.0 5' Ip. / PASEO 6000 / - lz 49.7 FF = 1150.4 0 � , 1 G / TRACT 24136-3 II FG PE = 1149.7 - I -o � 1-`� 5 F ,5� _ �c47.4 I `+ ti J o 0 4 �/ CYPRESS PLAN 2 / �� .4 - 49. 1 . 0 49.7 - _ -o+ ///l I 30 10 2 4 o cv 0.4 8.74' 0 ,0 / O f49. / FF = 1151 .4 o 51. FF = 1152.7 48.9 J n - - �I - PE = 1150.7 3" f 3 = o� / E rs ^ 49. .2 PE 1152.0 �. a 33.06 f'hP ^°' L?._I " o - N 1 - o s / 5 0 I I 38.91. 50.7 0 FF - 115 �. 2.2 1S •7 FG 7 1 PE = 1151.5 0 S'' / 4 .45 9 �tz 1 � 0 _ / rs 60 85. 49.9 `v 50.3 I o I S Y I ` - - 1 FG•5 FG 5 I f O / N o 51.7 - -.--- - k �i m1 S 5 -I � � s r � :m vARrE$ ]S 72 4 I - 51.3 W J ^ �,qo - / o 1 � ^ f-�-P I N 1 / - 1 J pS 0 - ] 141 52.5 I / J - _ 1 r$ _ 20 0 20 40 60 5- UNDERGROUND SERVICE C= PLANNING PLANNING ■ DESIGN ■ CONSTRUCTION ` _ % N GRAPHIC SCALE 0 CALL TOLL FM: 27555 YNEZ ROAD,9UITE 400 J 1-800-422-4133 ■ TEMECULA,CALFORMA 92,W-4679 CONSULTING 909.676.8042 - FAX 909.676.7240 • www.FW.com 0 L D 0 3-0 52 G R i LD02-225GR TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKDESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCALE Q�p F E S S 1 pN'l M BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE: CITY 4 TEMECULA DEPARTMENT OF PUBLIC WORKS 2/27/03 RBF 1 CHANGED FOOTPRINT ON LOT 8 FROM PLAN cvD TAN 2 TO PLAN 1 HORIZONTAL o f yap Plans Prepared Under The Supervision Of Contractor os =k ,� ACCEPTED BY: DATE: 3 Zo 03 PRECISE GRAD I NG PLAN 2 LO o 1 = 20 w No.60132 � DEPUTY DIRECTOR OF PUBLIC WORKS Inspector `e_ Exp. 6/30/04 �. °�. - Date: �"` O RONALD J. PARKS - JOHN D. TANNER III I TRACT 24136 F , PHASE 9 VERTICAL f, c 1 V �. ��� ----------==- CALLE BALAREZA , LOTS 6-16 Date Completed- jF O \.�F� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 frf 1� SHEET OF 3 a N/A FCA2 X i 49.0 PE 22 I TS 82-541 1148.0 51.0 PE 23 i G` I TS 1150.0 I *�,� I ti 12.03 66 66.53 I TSS•2 PE = 14 I I 145 4. 53.2 57.6 5 1 LEGEND h 2 �� 69.87' I TS PE ' 1156.6 I 61.0 °� 7p 26' I TS PE � 116 I 1 1 '4Q k 68.39' 60 0 I 6S•4 PORTION TO BE REMOVED ' 2: 1 SLOPE. Iq- 8. 16'11 ,35 - - 2: 1 %OPE 116� ��ti �`� � PORTION TO BE REPLACED 11301155a� 29 5 I � �•1 ~ _ 1 1150 FG �FG _ 295 � N . -- ,� FG co N 0 to �•3 �- 37.0 � 37.0 114+� I coo - �-rP (0 FG ' �- G N 25.5 N 5 - 28 7 0 1 - - 25.9 25.5 TF '� o o \ i. •_ �p .5 z�a� _ 32.9 w I 36.2 36.5 N o _ 29 N - .3 - - FFG 5 I _ - - _. - I `n -� �' 25.7 5 FG 41.0 L I 1 26.1 o z� Fl N 32.5 I K 36.8+ I ►► - - 4-1-P � 9 _ /. FG 1 28.9 /32.5 o z 36.8 N / �` - _"� I FL I FG r 40.5 9 FG 1a 33.1 w _ FL ^ . &, 40.7 ® I O 2 I C%j 2g•5 T N 1 33.1 FG I I I no 37.0 \ an - - F 41.2 1 4.a TF FG 2 0 3 G I I 1 2 I o I "'- -"+ o FG 0 FF = 1130.2 1 0 . ® -.33 ® K 41.2 I N I FG I PE - 1129.5 I z I ! ^ -Oj /_2 �1 I o g I . = _� = z I I 17 42.1 TN 7.93' FF = 1126.8 as z 1 - o FF 1133.8 -I FF 1137.7 37.7 I 40 1 TF I PE = 1126.1 R I as O PE = 1133.1 9 Q10 I oQ PE = 1137.0 35.7 TF 7.73' WALL z - � •4 1 �•8 I I RETAINING WALL PER o� FF = 1141.9 RETAINING WALL PER I RETAINI I I _ iz - SEPARATE PERMIT SEPARATE PENT z �� -I SEP_ATE PE I __ o� ^ PE = 1141.2 I z .5 �� a� I r O5 A3 LIm REIrIDVAL _ �0 , 5 I ° 5'. 7 7' 5' o 1 0� I o I I I " IALONG o(. EXPANSI � r----- • ___ • I _ 1 4.11 ' IJOINT I I z I1 - 1 Bw 4 .9 1 PORTION I - Q `-. o� �� 6 .1 0� ew 5 .6 ew N - , z C3 0 �o 0 3 1 O 32.6 0� oo BE Q t R o jo o r 36.4 37.0 ew FG " 12113 0 32.8 1 FG I FG I FG o0 o `r 28.8 GF=1129.3 5' FG GF=1132.5 .91 ' S ^ 40.8 I ^ 35.6 GF=1137.2 g1 ' S' FG 41.0 Q I _ PORTION TO FG Q-� 25.9 • FG '` 32.0 32.0 CA \ - o =1125 8 0 36.2 5, 0 0 22' 28 ` FC GB 1.1 \ ` l�IDNED \ �--GB +e 5.9 40.0 GF=1140.7 1 •6 25 25.1 28-0 28.8 1°' �° '�- 3.8X 30.29 ^ •pX ° ` ` \ 1 ,� _ °f 40.2 15 n \ 0 FG 8 1 -G8 G ae cv �� _ 31.47 r�i "� n.�� ,rj TW 1 I a o , w � � F 27.82 - - Fs , � � o \� ,� - ,� � ^ 42.8 TW 10.5 11.5 TN w ,3,5 26.61 � FS � 4 1 - �X ^ rn on 29.5 24.4 25.1 24.8 $ ` FS FS w S 75.96' 75.96' w S _ 38.46 39.4 TF �. O .I FS 39.89 �i �� FG N 23.32 24.51 w S 75.96 FS .- 35.43 W S 75.46 FS ,.. ,• (35.01 - N ?r 2.8% FS ^ 64. r� U N w o g 0 + CV/ ry mac, �' �'`" 8 P I�133 N _.� to O ION R&R EX• v * ry��' _ _��_._.- 8" SEWER -- N cO - - _ IN_ N 3 DWYAPPROACH _� - -� � (D a to 27 O 25 BALA� E A0 NGV I 28 to P. CALLE ~ WATER- ._ , N N 1 N J 2 `! � � • o N 'ODSao It I V 6" FH 6 FHCO GIP It Cj - I -- 2 _ 37 �... / r� ! ! - J J- 78• f J,.. .✓ - r. .I ' r '-� , I �..,= r,, �• r,� ,.. r '•.. rr !., �✓ lr ,..., . i„� r• . .,'r/ W r � 78.5 - - 24• FS T tI �� / I' �' r. ' ' rf ,.� ,,r• ! .r�� r' r.'' I /I `- �.,- .r r, rM r I' r.,/' �,,.- I�;/ rr,- '' I-�,• ,�' r 4p•6J� FS 30.6 _ cr - I J./ / I ! =' !" •` r I �" .r - .' cn J FS v 42 - - 3 �, �• - �.�rr - - �,r ' �� .� r '.` '� �:: /: !'' r 4.9 FS•1� 25 25 ' '� I� !"r! �/ / ,' = ��fes,. ��,.. rn 43 4 TW - apt -GB ! .•r -' - / 'rte.- r'r, r r ,. �:'�,; r''r''r. ,. r" . - �..- .✓" .��/ .! ,r, �,� �� 42.7 37.8 TF r,j 42.3 TF - .,. 5 r- r ,fi -'" ^ 42. t ' ! �' / - / rrr ,-/ ,= 'r.. �'�' %it-/ �!� ..��.�''�-�.'.=Ir i r ,'" r,./" yA,.-� � ,.-' �.. ,r. �,, C---(� �p7 f I-. -r II '� - !-- r' / r�� .'`- I'.'! r�,I.r ! '.•� .,.f ,r -,,' ,•. .-' _F - ,r•'• ' .. r,.I I I..' �� 5' 'L -G8 6 ri fn _ '�,. r 112 .3 26.7O � r-' �. � ,�, . Ir�/ ,i r' 'r •� .=' -�. .�` �' � ..�/ '�/� ,.- '!..'"`�,,�- '`�;-'`' .�"�� ../r,,r✓'�-, �• �.''' ..�' 0 43.5 GF=1143,p 5, 2 •4 �I r ./� - r-/.' /rJ^!,. / •r" U-3 43.5 0 BW OLD PLAN 2 f , I � �if . � ✓,- l -' ` /� I B o FOOTPRINT w . V �Ir I�I � .� /' r, � -r,�. ! ,/, rr- �,• �,,• r, - r-rte• ./•.,1.- ,i ,/ ,. / r�I ,r ' � 26.8 - % !• � '•i / i'y- i � � �' � -� /sr r' , r' ,.r' r-rr/' r,..:.•.'" ✓'r/,. ,,%'.. �� �'� 2 1 • •-- O FG ! ! / /J/ i / / �•r - r.i' r' .I' r- r... r.' •.- r r' J�.. r,.... 1 30.6 TQM / �i rim PASEO 6000 25.3 I r�,/�r 10 6rI• r ,� •r ,� ,I' t•= 34'.7.rr �' r" ,,` r r-r.� r,...f l . ✓Y ^� o V 16 29 � z TRACT 24136-3 � '- �� '` �•r� . ''� � ! -'"' ,--• r � � ./,.r .• '" .-'` "• /�+.'` ,i'�.' T CYPRESS PLAN 4 RETAINING WALL cri,,. ! �' •' r r r �•_ ! !. rr r! �,. .!, . �'. ;/-!-. Lrr! ..... 5 Z r �- / PER SEPARATE -r .r /"+��`/ ' / '�' -� .� .'�-� !''! '��/'... r J - i ✓`• -• r.. / 4 PERMIT T 'r \ I" -� � r / - r' -- � i ✓ ,r .•- /.- r,, � rte,.. �- , 8.•,,. +�. fir,.,i,, 43.8 FF _ 1144.5 Q 26.5 / ✓'"-� -.,. -%-� -� -'y,rr�r'` ir�r✓`` /i I '!'f•, I �..: , �., ter• I"i= ��r, !- �,fir" '/ / I IS' FG $ PE 1143.8 1 `� � ' i �! ! r I 'i ,I !' =-� r/ '' ! I' ' i -! r''� -'"moi" .r / !'' 43.8 %- r'I,..r-�' �' r rr I'i'i ..' ,/' . . , • r y.�`,` ,.�-rr ',-. /� ... F o FF = 1127 5 26. - / '�`� / i i .=/I ! r•!-' r' -' ! ,. ` ,� 3. r iri PE = 1126.8 G 8 i r /�,r .-` � ..- r,-' �= �� � r'�� n � z o o z 3 \ F r'� -• ! �. �. - _ .- 43.3 5 .8 r --! r.' ...� Ir r IIL 10, t FG _ - ,I r I .. - - ,� ./ r � r�y/' r,, rrr CL , 25 32 6 ,� N _ 26.6 -i i r�� / I' / !! r -/�rr /.' r- �� 43. - N 0 � r - r 26• z o o -� / -r .' -' /' ,!'r- ,r' �'' � ,� � �'- r�•�' � A-i1<1 Lp�'..y�jE � FL l . EX. S I E _ _ _ - '' r• / r I ,,- -'" IJNf]ER 6i .� Mo6 r -'� - '-,. .-`' RETAINING M ALL ...... r - / A30.6 - rr SEPARATER ��. r ✓ .,� ! • -, WALL PER o L 'r 43.8 pp .Q TF r �-' �' / r-�.I ' �' '/.! ', -! /, -• ,-' r �'" !" �' r. r. • / Tw PERMIT V2B r" r I� . r ,r /� r- I /''� ' r, +/ -/ ,r.r r,. 47 1 T - �. ! / /� ; ,//.� �. ,r. ' ,•..�.-'".r 4 •8 42.3 TF N W r r'�.. r I -r, I" r `. J- .r / 'I r. /'`'r-' r / rr rte• ' / TS it .-=.' / ./` .- I / ,/ r .� ✓ �' r Ile0 I � s4• I o 0 27.8 c• i 3z 44.8 I ,� 51 A i`i 27.8 TS TS 48.9 2: 1 TS - VARIES v; 3 1125 0 C/) 20 - _ - -- - - - -- _ _ _ 1,3o o 1 r r ' •yam ~ - 1 O r O 0 UNDERGROUND SERVICE ,� �' j 20 0 20 40 60 ALERT PLANNING ■ DESIGN ■ CONSTRUCTION 6 FH �� \ O qt ^ N CALL Tal FREE 0 E 27555,rNEz ROAD,surrE 400 GRAPHIC SCALE 3 LD03-304 G R 1-800-422-4133 � ,CALFOF�MA 92591-as79 __ 2 L D g 3-10 7G R Q CONSULT 1 N G 909.676.8042 ■ FAX 909.676.7240 www.RBF.com __ - _.�__�_ .�_.__�____._._.____ .- _. 1 LD03-052GR Two WORKING DAYS BEFORE YOU DIG LDQ2-225G R Z J DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION CORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE \10 F�S S 10 Drawing No. o 2/27/0 RBF 1 CHANGED FOOTPR I NTS ON LOT 17 PLAN 1 �p ��� M M. BOECK M- BOECK M M. TYLMAN RECOMMENDED BY: DATE: CITY O F T E M E C U LA DEPARTMENT OF PUBLIC WORKS Contractor TO PLAN 2, LOT 19 PLAN 1 TO PLAN 2, HORIZONTAL ,`�� ���� jrl�' ��� Plans epared Under The Supervision Of o LOT 20 PLAN 2 TO PLAN 1. „ c C-DV7.tIQ3 r PRECISE GRADING PLANACCEPTED BY: DATE: 3 o Inspector c t or 4/3/03 RBF CHANGED FOOTPRINT ON LOT 1 FROM PLAN 2 1 = 20 � No.43090 DEPUTY DIRECTOR OF PUBLIC WORKS Ln l2 I103p ExP. 3/31/04 Date: RONALD J. PARKS TRACT 24136-F BUILDOUT TO PLAN 4X FROM TRACT 24136-3 CYPRESS. VERTICAL ,rf• ��v�� ��! kC AEL TYLMAN � q � Date Completed 11/03 RBF 3 CHANGED DRIVEWAY ON LOT 18. elf 1FR.C.E. No. 43090 Ex i res 3�-31-04 R R.C C.E E. No. 19744 Ex i res 9-30-05 �f�r=-===��ea-= CALLE BALAREZA , LOTS 1 , r5 , 17-21 0 N/A OF C k p p .WON SHEET 3 OF 3 - x