Loading...
HomeMy WebLinkAboutLot 19-21,68-71 Precise Grading GRADING NOTES - A & 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 4 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE � Ijk0PROJECT SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM C (DWN I �, � Prue,, � SITE OF 2 FROM THE TOP OF CUT OR FILL SLOPES. ■ 3. MAXI" CUT OR FILL SLOPES = 2: 1 . Sots redsGradin a aspV11 ROAD 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL r FILL SLOPES OVER 5' HIGH. L t 19....■. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 08 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY o Pt 1 + 68 71 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS te of Californi a � r In i of m �CU a a OVER 1 DEEP. 'J 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH """' '� GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ._ /r' � TO SAN DIEGO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG _ __ T ,T , j\A . O J�� VIC INITY MAP TOP OF CUT SLOPES. �_ 1 NOT TO SCALE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN , mow_ ^ �_�.. 9 1 ONE FOOT. \\� y - �` �- _ _= __- 12 I I I w 9. ALL GRADING SHALL DONE IN CONFORMANCE WITH RECOMME�AT I ONS OF \�, - 1� ,,, -- - __ -- __ -= . = ri_; - :� .` 8 s 5 4 3 / 59 - - THE PRELIMINARY SOILS INVESTIGATION BY: PETRA DATED JUNE 4, 2001 . _ = __- - - - 2 __ _-____- __-_-- ----- - 13 1 t _ �_- \ 58 _ ---- - - a._ _ _ _ _ 3,5 �'r -- r / TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ��� `` r --� - - , ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- '� 46 39 \ 14 MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 'N �`, 61 57 47 ' _ w_� _ /. -_ __ ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ` 32 f� -- -- - 10 _ a \ 1 i _. __ � 56 \ 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 3s I 29 I - -.z. __=--- 1 ► ' - �� 62 --- 41 1 40 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 1 1 � 141 I 1 . A DRAINAGE INSPECTION. THIS I NSPEC-- 44 - _ , 1 �' i 37, REQUESTING FINISH LOT GRADE AND D I GE VN \ 49 ' , 20 ` y- \ 4 �� 42 , � TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 1�o 1, 63 �` 35 28 I -_ 36 EACH LOT 4342 22 _- = _ :z �� r I ' _ _ - 0 ` 54 3 .._ 7 171 ' :: _ _= ___ 7 26 25 24 / 3 i �� 64 _ _ � _ .. �._.:_.. -__- ---- - ----- - ____ �� 2 � `_'�,_ �, ", �` � i� w , ..... ;' Via'' +�� � 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL - _ _ 18 � � 45 , , �. / � , 7z % C� _ -- ® - - - 35 44 izz _ �T- SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL 53 ,,\ 51 a l - -_ __f -- --- ® o _-� , , BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE _ ��\ �' 1 -- FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT ` \ g2 �_.65 -- 1 - - -- __ _- - - - - _ _ -- 6 1 I� 34 v __.T____ 1 . \ � `� -� -� __ _ � 9 I �, HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. �' - 1 r 83 _ - =-- \ _ ____ y r - , ` : - \ 85 84 I r 70 R --- �' --- -F- ___ _! , , / / �. PAD ELEV, -0. MIN. 66 .E 71 _ - -- �'1 L-_�/_ i (� /� 66 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 1 1 -' - 82 8180 72 ,`L- I A BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS - c �' 67 \ � II 33 73 7 79 78 n 76 75 74 �� `� 20 �,1 12.E �' �, .\ - \ _. 2.1 I i 68 MATERIAL. �I ' r ' I z z ry - �- - - � - - �7 � � 32 5? 50 at 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 1)6 -- _. 4 _ _ - = _ - 23 �` 49 ; MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 11,E - _ � � 7RA ` i :`:F - 1 ` _ ��, ,PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OFr 7 - �,: ' S3 �� ��' ' 65 � � 10� �� ' _ / 9 I �- _ I I y � � , I I FILL MATERIAL. 112 _ - \ j k ` - 10 11 12 13 14 25 �� 78 i 29 1` ��� i � y, 1 64 IN I 5' ( B 5 5 B (� C 5' 2,31 / _ 4 � 30 �' = � �, 113 __ 1�- / 15 I __-- `� f„ 1 i , �\ 54 � f� �_fi 63 \' I MIN MIN MIN MI � 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION � ": � - / - 27 � � � 15< < ;,, � ,�, 1 1 1 - rz-; _ _ _- - 4 . , 56 62 PERMANENT DRA I NAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL : - 1 y.� i � = l, t ---- ___Y _ ? 231 4 __.� y' /' i i o - - SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO :,; / 2 - =~- -�_ = - ---- _ _ _ 16 ; �'TR AC7_�_--- --- s' / y',/ ��, ��` ; PAD PAD ; a ADJACENT PROPERTIES. I FF Z Z FF z I 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED LEGEND ��9 i 16' 16 BY THE DIRECTOR OF PUBLIC WORKS. 0000.00 �F i MIN. MIN. i M 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TOP OF CURB TC ���5 I ILO o, SCALE: 1 = 150 , z z , TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO FLOW LINE FL ; " LOTS INCLUDED I o * I a PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. HIGH POINT HP `------ I ' xX I LO 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) R W �. SHALL BE SUBMITTED BY SOILS ENG I NEER TO THE ENG I NEER I NG DEPARTMENT FOR CUT F I N I SHED GRADE FG INDEX MAP AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT, o FINISHED SURFACE FS TYPICAL SIDE YARD DRAINAGE M 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQU I RED, THE ELEVA- GRADE BREAK GB 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_ o TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GARAGE FLOOR GF 0000.0 a to 45' 55' 50' 50' ---- 5' MIN. R 5' MIN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PAD ELEVATION PE 0000.0 6" MIN. 6" MIN. 6" MIN. PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES MUDSILL 3' MIN. 1 ' 1 ' 3' MIN. �- OVER 15' IN VERTICAL DIGHT, IN ADDITION TO GROUND COVER, SHALL BE FINISHED FLOOR FF 0000.0 IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL x PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SILL IS 6" MIN FG FG SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, GARAGE FLOOR - 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT WATER SERV ICE ---�-�W Plan 1 Plan 1 - Plan 2 w Plan 2 ~'FT ABOVE GARAGE - 3-Car co co 3-Car FLOOR SLAB IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER co co w W. 10.R. SEWER SERVICE CONCRETE STOOP (TYP.) �" GARAGE DETAIL 12" MIN. FL 12" MIN. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT DRIVEWAY bTl LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. ___ ___ - Li 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SLOPE r . . � 21% MAX. MIN. 21% MAX. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR LOT NUMBER 2 12" MIN. ABOVE PAD ELEV. SECTION B- BTO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 49' 49' 50' 50 , - - 50 50 UNIT TYPE/ELEVATION 2 A r- - -- , ROUND OFF TOP o 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE r, P/L THE APPL I CANT AND HIS ENG I NEER FROM THE RESPONSIBILITY FOR THE COR-- INVERT ELEVATION IE Plan 4 Plan 4 5* O RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPR I ATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED BW Plan 3 w Plan 3 - 3-�C a r i Plan 5 Plan 5 5' M IN. P/L TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. BACKWATER VALVES C 3 Car P0 � "� 3-C a r cv ao ao PAD ELEV 3 MIN. 1 Q 0 L r ENHANCED BLDG. ELEVATIONS `� a-T U) L _._a{ ;; , 0 PER PLAN MUDSILL MIN. 6" MIN. 3 RIGHT SIDE OF LOT ESR l I I I 1 LEFT SIDE OF LOT ESL IF-_..._ _� - SECTION A- A -a 0 REAR EB \`, `, i 1 EXTRA DEPTH �- i i j J �;. FOR LO ' ' ' J PAD ELEV THANRSARI NAVERTICAL SHERGHTER FOOTING INDICATES EXTRA TYPICAL FOOTPRINT PER PLAN =FG-PAD ELEV FL 2: 1 MAX. W DEPTH FOOTING X WHERE NECESSARY cn N.T.S. 12" MIN. 6" MIN. a UNDERGROUND SERVICE BENCH MARK SOURCE OF TOPOGRAPHY OWNER -Z DEVELOPER 2X MIN. V) p PLANNING ■ DESIGN ■ CONSTRUCTION BASIS OF BEARING NOTE 21X MAX. SECTION C-- C w ALERT COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 0' .. ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. KB HOME 2 1/2 BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 647 MAIN STREET, SUITE lA 12235 EL GAMING REAL THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE � FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. CALL TOLL FREE 0 ■ 0 27555 YNEZ ROAD,BUTTE 400 IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE R I VERS I DE, CA 92501 SUITE 100 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL a 1--800--422-4133 TEMECULA,CALFORI�NA 92591-4879 (909) 686-5103 SAN DIEGO,EGO CA. 92130-2647 < C©N S LILT I N G 909.676.$042 - FAx 909.676.7240 • www.I�BF.com (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND MAPS I N THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE 1 LD0 3-206 G R ca P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000 COUNTY, CALIFORNIA, BEING NORTH 16-56'06" WEST. LD03-123 G R z TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 SOUTH OF MONUMENT. ATTN: BOB FALCON a CONSTRUCTION RECORD DATE BY REV I S I ONS DATE JACC'D BENCHMARK SCALE �,0 i E S S 1 D�► DESIGNED BY DRAWN BY CHECKED BY 5/ Drawing No. o Q •1 RECOMMENDED BY: DATE. ! DEPARTMENT OF PUBLIC WORKS Q 7/16/03 RBF 1 LOT 69 ELIMINATED DROP GARAGETA p � A. JIMENEZ A. JIMENEZ J. TANNER CITY OF TEMECULA HORIZONTAL ,�`'+ y� Plans ans Prepared Under The Supervision Of Contractor y r ! �3 �' o �- 0 ACCEPTED BY: DATE: Z a CROWNE HILL o rn 1 " = 20' No.60132 - - - Date: /e o3 DEPUTY DIRECTOR OF PUBLIC WORKS n Tra Inspector SEE ABOVE ExP. 6/304 RONALD J. PARKS TRACT 23143-7 VERTICAL �' JOHN D. TANNER, III _ Q t � _____ ____ct No A93143 7 Lots 19-21 & 68-71 Q Date Completed 'lF 1F�� .C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9�-30-05 'aJ�l�ea- � N/A of c�� PREC I SE GRAD I NG PLANS PHASE V I I SHEET 1 OF 2 I 1235 I 1 r 1 1240 I 1245 VARICS I 1250 I I 2: 1 1255 2: SLOPE p I 1260 1266.7z 13 77' 70.07' 7.29' 57.34' 6.73 1262.6 57.69' 1262.6 1266.0 1264.6 1264.6 TS TS TS 00 1266.0 I TS I TS 1263.3 TS TS _ 1264.7 -H HP N - I ( (0 1 .0% MIN. 1 .0% MIN. M 1 o z 1262.9 I ++ Irn �o z LO , I 1263.0 N1� `` 04 264- N1� @ a, � 1261.3 � t 5' 1 0 -H I EHP Uj 1263.6 1263.6 - 1 .0% MIN. I� 1265.0 1265.0 LL-0 STORM DRAIN FG 1 V� °° FG FG o EAS EENT 5' FG QLO 4 C) I o ? I 1264.2 r 21 � 1261.6 N :2 � 9' µ Q I j z 2-D FG 1261.fi 11261.6 I� a FF=1265.7 ? , 1261.0 1260.8 1 8 z 5 19 PE=1259.1 _ J _ FF=12643 FL FL _= I PE=1265.0 . y 1 1265.0 EB o I I O o 6 z PE=1263. 3-A o 22 EB (1 FG ( o _� r PE=1265.7 U- r , U) - o FF=1262.3 I V" 1264.1 0 L-� z PE=1261 .6( ''a J -Gg .- EB 1261.6 I� FL o I Q . LL.� -i � r o FG 1� 1 J pin :I X �� �� 1260.5 N �� r C I w I o� o� ,mkt r B Mc � -(D -C:) I Q O 1264.4 I _ 1263.3 "? r 1261.3 C GF=1265.0 5. as FG 1263.6 o FG I� mom W 1263.6 = FG 8' GF=1261 .6 as -GB I 1262.3 1262.2 1260.5 rn ry A co � �-GB o t-GB ' l t- GB_ GB j 00l O - ,� N N po_ 1 O p a0 rn N a O I cep cc I I NN �� a �� � O N N •- O _ BW - w �. . . .. LL N OEM cn I HOLE `" N v7 �n (� Lr' r►� cvEn 72.8 ' 1 777 /W- S 1,10 W - 90..8_ - �LL- ) 57.88-S� w 8.53' , - - .,, ELEC. EX. C.B. ELEC.LINE TYP• 1�co 668 TYP.) 00 ,n r T 61 ai cv o c-' o "� o; v; 1256•h co � � co COUO L0M Ltri N 9/�(- _ T _ ...., 1263.73 -� "SEWE -- .. -••__ DCor- n 0 1259.88 n 0 RIM 4 RMONT _ROA - RIM 73 I v II + cow -- _ _ __.._ , n v cD lC. . _- r n N . n i, r ^ J 1A R MN j n '� �.ry. �. - �[ N e -8"WATER---- _. ..... AV a NLO D EX. C.B. 6 0 F.H. ST.LIGHT _ O (TYP. ) (TYP. c° W n0 68 03 cn 0) ca S WLO F ' S W 63. 12' rn "' 45.71 CD `I 64.00 S W 18.30 S W -q 1 -n 2 SW °D -i � � _ ► �N u,N 1g I-I � _ o (�/1N �N cr n q� O civ(n N N \ � A `D c� _ N O o N 1r L,- C)- rn °' ' coN0 B W C4 toOD N 1259.1 RETAINING WALL m 1264.0 04 a° r -� -GB PER SEPARATE UD -now 1264.1 262.8 ^� 1261.1 '� U, PERMIT K, 1 -GB �"A 44 1265.3 = 5' �-GB `�' 5, c,�� 1260 0 1260.2 0D 18 0 _ GF 1265.3 I 1 .I �--�' c� FG (0 o I ' GF=1262• ■ FG 1264.9 o Q, FG 7 1261 g FS 3 �% PE=125fi.9 iii FG v LO 1262.9 1;�q FG FF=1264.7 �I = rn o _ �� "+ d Ii o I -GB PE=1264.0 0 T, "' O o I cn J o 1259.1 CA r` N ' 1 O Tl Q o . p 8.6 GF=1264.0 �-GB ro C:) 6, 1264.0 _ ' C FG 1.0% ,, I 9.61 GF-60.3 z '" 6' 1260.3 � 72 j MIN. 1261.0 FG o -< PE=1265.7 2i I �-GB : cin a \ .a 7.9 1 t 1262 1 71 to p 68 ,� aoCn l 2-A 0 1264.0 � FG 69 C) _ FG , - - z 70 0= 5-A Z z 1261 .0 FF=1266.0 FF= PE-1265.3 to o 3R- � 1262.8 PE=1260.3 ,��,r �% Nw - Z K FF=1262.1 61.7 �a 1260.3 4� E 1 FF-12fi4.7 z PE 12 1260.3 F 1263.4 PE=1264.0 1261.3 9 61' FG I ,�� o 1262.1 1259.7 1i � 1264.01259.5N 1265.3 1265.3 = 1264.0 FG = 1262.1 5.5 I' - FL z L" FG FG 7.8' FG 7.17 FG n, cn - 1260.0 �.r% $.6' Z 1263.4 = I O 1265.3 OI Z 0 1261.9 µ 1260.3 HP l 1264.7 - o ? Nle o HP FG 1.0% MIN O N j I\" - 1 .0% MIN. r+ 1 0% MIN. 1260.3 ' �� O FL J 1 .0% MIN. � r 12fi3.8 FG L4 19 1265.3 1265.1 `D E_HP 1264.0 1282.1 Q -HP FG PE=1261 .4 Fa-- -01 1264.0 G'N 1265 -1 ca 0 1-65.3 FG (0 � 1 N (.AI s ci Lo 0 n to -H ro 1270 U-) r '' rn 2: 1 SLOPE °- r o. It 1275 11- r. _ 69.06' w 68.01' . ._ 21 68.03' � TRACT BOUNDARY � II � II PE=1275.4 UNDERGROUND SERVICE 24 23 PE=1277.4 C) C=) PLANNING ■ DESIN ■ CONSTRUCTION ALERT PE=1281 . 1 PE=1279.3 of I f" � 'I �I � . �I I 20 0 20 40 60 Z `C&L TOLL FREE 27555 YNEZ ROAD,SUfTE 400 I TRACT 2 :J J � :J !' p 1-800-422-4133 ' ' TEMECULA,CALIFORNIA 92591-4679 L EP M11111 LD03-206GR i CONSULTING 909.676.8042 • FAX 909.6767240 • www.RBF.com GRAPHIC SCALE LD03-123GR Q TWO WORKING DAYS BEFORE YOU DIG J DESIGNED BY DRAWN BY CHECKED BY - DrawingNo. o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �RoF�S S I$* J. TANNER RECOMMENDED BY: DATE: -� Z� CITY OF T DEPARTMENT OF PUBLIC WORKS 7/16/03 RBF [&LOT 69 ELIMINATED DROP GARAGE ��p O TANNf�P �� A. J I MENEZ A. J I MENEZ HORIZONTAL `'� Plans Pre ared Under The Supervision Of Contractor �, --- ACCEPTED BY: DATE: �g �3 a� r ,�� CROWNS HILL o i r 2 SEE SHEET No. 1 1 - 20 LAJ a 6/30/04 'o [�- Date: /� 0-3 DEPUTY D I RECTOR OF PUBLIC WORKS === 73 Inspectoit r PRONALD J. PARKS r _ _ __ TRACT 23143-7 VERTICAL �' C1Y1�- �� JOHN D. TANNER, III Q 'l �� 0132 6-30-04 - - �°-r----iees-::� Lots 19-21 & 58--71 0 Date Completed F `1�� R.C.E. No. 6 Expires R.C.E. No. 19744 Expires 9 30 05 f ,„�„ PRECISE GRADING PLANS PHASE VII SHEET 2 of 2 N/A F C�