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HomeMy WebLinkAboutLot 52-59,81-84 - Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE CHAPTER 33. AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS ACCORDING TO THESE PLANS THE CURRENT CITY OF TEMECULA STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. - 81- 84 NCRTHWIND PHASE 1 STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN TRACT NCo 23371 - 89LOT NQS . 52 & BOOK") DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. I PRIVATE ENGINEER'S NOTE TO CONTRACTOR 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . 4. PROVIDE 5 IMIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL �/I/ ,EX I G7 M108 1 LE I MING WORK SHOWN ON ORLRELLATEDCTORTHESEE PLANS S AND NSHALLOCONDUCTRS OTHEIR OPERATIONS SO FILL SLOPES OVER 5' HIGH. �� I THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE •qL HOME R AR X I PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT /�'�s SHALL COMPLY WITH THE OCCUPATIONAL SAFETYAND HEAL SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLYC,� I REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL 31 CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER 1 ' DEEP. I SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 30 / / I IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S / WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF / / 3 2 I CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR 29 / I COMPLETE RESPONSIBILITY FOR JOB--SITE CONDITIONS DURING THE TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO / / COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF LINE. GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. / 3 3 I ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS. 28 / CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND ALONG TOP OF CUT SLOPES. / THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE I 2 7 3 4 OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER a LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE / I THAN ONE FOOT. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY �4 / / I 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF `'� T��A WAY 26 / 35 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER DR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED �� �c / I THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND OCTOBER 129 1999 AND AS GRADED REPORT OF ROUGH GRADING ` 5�' / UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY DATED JULY 119 2000. TWO SETS OF THE FINAL COMPACTIONS 2 5 / 3 6' I A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH .� SITE •! F �� / I ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATIONS 'r / NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS �� 24 37 I SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING OF THE PRELIMINARY SOILS REPORT. / 38 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR INDEX MAP / 3 9 I AFFECTINGEXCAVATIONTH�SDWORKMINE THE wHETHEREORCNOTOSHOWNNS OF HERONALANDINES FOR ANY 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 CALIF 1A SCALE: 1'=100' EXIST 25' DRAINAGE 23 / / I DAMAGE OR PROTECTION TO THESE LINES. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE ....... INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING ''�q� EASEMENT 2 PERMIT FINAL INSPECTION FOR EACH LOT. 4 0 I � ����► /i PHONE: (909) 694-6411 ANC LEGEND � 21 72 200' MwD 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 15 / 41 TOP OF WALL ................................................................................. TW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE TEWCULA 20 / EASEMENT I BOTTOM OF WALL............................................................................ BW PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE N.T.S. 73 42 I TOP OF CURB ELEVATION------------------------------------------------------------------ TC SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. Q► 19 / / I PAD ELEVATION ------------------------------------------------------------------------------. PE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS VICINITY MAP I BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL, AND OTHER DELETERIOUS �' 18 i / 74 43 I FINISHED FLOOR ELEVATION _______________________________________________________________ FF ♦ ♦ FINISHED DE ELEVATION -------------------------------------------------------------- MATERIAL. � FINS GRA VA N FG �CQ` #40 17 I 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACEDr / / 71 75 44 I HIGH POINT ____________________________________________________________________________________ HP THE TERRAIN MUST BE CLEARED 9 KEYED. AND BENCHED INTO FIRM NATURAL �Q` G 16 / / TOP SLOPE .................................................................................... TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ��P�� / / 76 I FLOW LINE .................................................................................... FL REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. O t�� / / 7 0 4 5 I ,� 15 TOP OF GRATE ELEVATION ................................................................. TG AND TO RUCTION 14. DURING PERMANEN�UGH DRAINAGE NSTRUCTURE�NSTEMPORAR�RDRAINAGE TCONTROL SHOULD �,�tis 14 / / G 9 I GARAGE FINISH FLOOR ELEVATION ....................................................... GF BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 77 46 I EXISTING ELEVATION .........................._------------------------------------------ (9170) PROPERTIES. � 13 � \ / 0 68 I FIRE HYDRANT LOCATION --------------------------------------------------_- ------- 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 12 \ / Q 7 8 4 7 .- I / G5 �/ STREET LIGHT ----------------------------------------------------------------------------- 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO / �,` G I DIRECTION OF DRAINAGE FLOW ............................................ FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES 7 AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 11 9 48 I / RETAINING WALL (BY SEPARATE PERMIT) ............................... ADJOINING PROPERTIES DURING GRADING OPERATIONS. 6 6 / 6 48 o I � APPROXIMATE LOCATION OF ELECTRIC METER ......................................... � 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-- e 6 7 4 9 / SEWER LATERAL LOCATION ................................................................ 0 TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE w i / ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 I N z Q_ .� �-. 6 3 / I WATER LATERAL AND WATER METER LOCATION _______________________________________ VERTICAL HEIGHT. = w �_.. 0 5 0 / / � o o �� / I / ELECTRICAL TRANSFORMER ------------ ---------------------------------------------------- LOT of Us 9 / I / / POWER LINE AND HANDHOLES .............................................................. 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING w LINE 3, M = 6 2 83 1.11 ! / PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE = `� 1 / / TELEPHONE SERVICE Q ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN w 5 MIN. W 8 84 / ELEVATIDN WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE � �� MLJ 1 / / GRATE................................._________________________________________________________. ❑ ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. o o �+�- o` 6 1 / / cU- 3 MIN. 1 .y c�v ---------------------------------------------------------------------- ------------- . Zy, M1N. , 7 � / / / I AIR VALVE- � 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA . MAX. TELEVISION PLATFORM ...................................................................... ICE PLANT AT 12" ON CENTERS DR ANOTHER APPROVED GROUND COVER. 2j 2 " 60 54 / 7r'�A07 �1�137 1 SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVERS 21YMr1�. / / r BACKWATER VALVE -------------------------------------------------------------------------- SHALL BE PLANTED WITH APPROVED TREES, SHRUBS. OR COMBINATION MAX. 6 55 / / GOLF' COURSE AIR CONDITIONER LOCATION ............................................................... THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES9 20' ON GRADED I'll / CENTER; COMB I NAT I ONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL GRADED 6'MIN. LOT FG. SITE,,,, / / / GRADING TOLERANCE NOTE HEIGHT SHALL HAVE PERMANENT IRRIGATIONSYSTEMS WITH BACKFLOW LOT FG . 5 � / , PREVENTION DEVICES PER U.P.C. 9 CHAPTER 10-R. 57 / / GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 OF THE GRADES AND / ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT . 8 CA / / CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. LESS THAN 114 PER FOOT FOR A MINIMUM OF 3 FEET. NOT TO SCALE 4 , � / / / IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 1 ��� / / / RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 3 ` / / PERMITTED. T THE FIELD . ESTIMATED EARTHWORK QUANTITIES 22. ALL PROPERTY CORNERS SHALL BE CLEARLYDELINEATED IN E D ( \ / / PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FG ( 2 \ / / / NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE BACK OF SDWLK N ' PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE DEEPENED FOOTING C.) \ \ / CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. F AS REQUIRED. - -1 \\ / iNO. LOTS CY/LOT TOTAL UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY _ _PLAN / 12 15 180 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. TC _ _ ._� � z / OPTIONAL PER PLAN , MIN M / HP FF-100.0 3 INDICATES LOT NUMBER CURB PER PLAN' / / / 1R,407 NO j PE=99.3 2 FF=100.0 INDICATES FINISHED FLOOR ELEV. Q: / / / 233-71 -1 FF=100.0 PE=39.3 INDICATES PAD ELEV. 10' (TYP) � / / PE 2 F99.3 INDICATES BUILDING TYPE PER PLAN 12.OX / '' ..ES �X / • ER PLAN 5 l10'MIN (TYP) RIGHT OF WAY 5' MIN. IFG TC - _ ` 3' MIN 1X MIN. DIG ALERTPER PLAN _ FG TIM LAN in EXIST. CURB AND GUTTER Q - UTILITY SERVICE POINT N CALL LD 01-- 137 GR BEFORE BUILDING FOOTPRINTS YOU DIG! TYPICAL LOT GRADING DETAIL NOT TO SCALE RICK ENGINEMUNG CCMPVNY 1-800-227-2600 NOT TO SCALE UNDERGROUND SERVICE ALERT sm mw >ivwvi& ormw rhoenix TUCI ,4 Ca llat least 2 working days prior to excavating. 1223 1Jnivenity Arse.,Ste.247-Rivm rte,ra -3418•(1"M-0707-FAX (409)782-07n-rw jkkmgp■r DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL.- Designed by Drawn by Checked by ,Q/!a Drawing No. CONSTRUCTION RECORD SCALE COUNTY OF RIVERSIDE B.M. T-29-81 BCH EHP EHP EMR RECOMMENDED BY: - DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS y Q� A Contractor 2-112' MASS DISK IN CONCRETE CYLINDER, Horizontal � ��• P Prepared Under Supervision Of 1 N THE N.W. CORNER OF THE I NTERSECT I ON it w No.46804 ACCEPTED BY: DATE; /d r� o/ OF RANCHO CALIFORNIA RD. WITH MARGARITA ECISE GRADING PLANS RD. 1.0' EAST OF A T.0' C.L. FENCE, 40' NORTH Date-100 Exp.6-30-03 Date ORONALD J. PARKS Inspector of P.P. (NO NUMBER), 94' NORTH OF THE CENTER DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 271-8 LOT NOS 52-59 & 81-84 LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDWARD MICR L RATICAN qW ! r W I TNESS POST 1.0 WEST OF MONUMENT. 7j�, CI V I�.�o �f 46804 x it 6-30-03 _ ls, N T H W I N D PHASE 12 E p es 19744 Expires 9 30--05 Sheet 1 of 2 Date Cmp It d ELEVATION, 1122.410 (ADJ. 9-13-82) N/A Cr CAL R.C.E. No. R.C.E. No. G:\d-13212\212pgd 186.dgn PLOT DATE:09-OCT-2001 JN 13212 lWaWom co�' ry 3S•' �-FL r�� A FL 1173 7 FS CL 18' DWY 1 0 � 1 1 N rD 7 GF=1175.9 1173.9 FS PE_1175.9 FF-1176.5 75.6 r 3BRAZ HP bk Co '\N '• / (0 (6 aA co 75.2 . . 74.7 -.... FL FL ��►� ,ZQ coo cod Q 75.9 - - 1. MIN ."-- - -�� r� FG • !�� 411 - _ .� 1174.1 - v . 32. , '-- 174.74' 48.34' F. ° eyA 38.77' IJI 48.00' 49.00' 47.08" 40.23' N EXIST EXIST R-WALL h. �GO,gD, ~ �. R-WALL ~�•�� c7 7 TW 66.9 TW 66.9 TW ,� �, `a - _ `ti 65.2 TW ` fi6.T TW n; 66. Q 1 ��ti ��• 61.9 TF 0°, 65■2 TW 62.4 TF "' 62.4 TF 63.6 TF fi3.fi TF .��o-0. ,��� ti'` h• • ,� '\ ti� F� ,` ,� 61.9 T F �+. ��h Irv, (0 �� ro �. 4 \�2.7 VF \64.064� �►. o - o 9 �� ,�` �� �'� 62.2 62.2 ` - - .. F ��. _ r �i Q�' %� `�� coo a` '` 62.4 FG - 64.4 TW V b / 4 Q '' � ti o - � � oo \64.4 64.4 a h •3. / ,� :°(o �y: 61.9 HP Q; 63.6 TF FG FG �`'• �. L b ) J c, �,• ` I - v POST-TENSION OR _ 4 A �' �Q I HP + o STRENGTHENED o C9 66N0 TW /v°'FS r + 62.1 62.1 + _ CONVENTIONAL Ln 63.6 TF 58.9 '1,. 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BW 'r: ,� ` `` c in�� � / v :o o� w w r r d Q: FL `~ /�4D ~. N O Oti r N O O M to to ►'� . ■ p - / .-: W rn tD O ' FG FL •rn► 61.9 TW � o to C9 - N tD / ir) r.^ 60.7 N rn 6 rC1 cv cpo N ao � T ,r N _ v c\i ti I r_3 N , `o `-%, 59.4 TF r �-- rn co tD cn 11510 o / / v r , FL r 62.6 , 7 �' 63.1 --- 59 FS / lca• Q7 PE=1159.8 + �- GF=1160■4 59.8 � ' fi 1.1 64.1 + • FF=1160.5 i 5.0� 59■1 + + FL FL FL r �•0 / V ° 1C 6N2, FL 59.6 FL 5.0' + FL r 62.6 63.1 65.3 TW ` r ah �o ` 60.4 FL 60.8 1 _ FL FL _ 62.6 TF + 64.2 GF=1165.3 1 + 4`' �h� moo►• -+ 90• 59.2 FIG F L GF-1162.3 6.0' + i GF=1164.2 r F / GF=1160.9 , 5.0' FL i 5.0 U4 L i,/ 5�► $ 0.5' DEEPEN 61.9 TW � �=1161.9 r 61.2 + GF=1163.7 � + / 59.2 �? PE=1160.4 FO TING 59.4 TF r 5.0. j ` 1 FF=1161.1 � 57561 FL 1 + 59.5 FL i '' S•4' S•0, I 1 g 55 5.0'P =1163■7 53 3 C PE=1160.9 PE=1161.9 , 'r PE=1162.3 + FF=1164.4 PE=1164.2 6.5 f1g8•g �• / �,''� / / v , FF=1161.6 FF=1162.6 + FF=1163.0 FF=1164.9 r 52 �� oQ 60.1 2 C , 2 A R 5.8 1 C R 63.1 63.1 63.6 2 A R 63.6 r PE_1165.3 r 41. FL 60.3 2B + + i + r FF=1166.0 + 59.7 FL r 61.3 61.3 r + FL FL + i FL FL + 1C A�t�,�'��`�p "i FL r FL FL r r 63,4 r 't <\ / a ` 60.1 59.7 r 60 6 ; / � 63.9 / 64.7 rn // �_ _ _ / + • � _ �� �.,. _ 1 _ _ � 64.7 FL w a 59.8 HP � FL 60.�`�. 616 61.7 61.7 , HP FL r Q Go in ... / 60.4 - _ FG 17HP - HP FL FL - - 65.3 TW FL / 59.8 FG �. - -- -. _ %r rn C( 3.57 /­F­G �"0.4 60.9 en + as am 63.4 TF r r h• V D // 65N45 FG1 60.7 ' r v`°' 0 62.0 o o / x9.71 �.^ a- `/, 1148.5 FG 0 FG FG 60.9 61.9 cv 0411 �` HH-P V- r: 65.0 co / •76 FG FG rn �- � - - 5,3.05" 61.9 62.3 ` 00 v h z FG FG 62.3 63.7 C\# ,�• 48.43' FG ; A 63 7 64.2 ti L=9.89' / � � FG 49.43 q. FG � FG 64■2 65.3 x(1147.0 FG) 8.45' FIG lb FG h. / 65.3(1147.3 FGJ 82.1 , 2 FG ~ LL 00 DrP DIG ALEftl ~~ ~ A CALL CAUTION= LD 0 1-137 GR BEFORE You DIG! EXACT LOCATION OF EXISTING SCALE: V= 20' RICK]ENGINEERING CiV1P�` NY 1400-227--2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TOs.� � � Ga N at least 2 working days prior to excavating. VERIFY IN FIELD■ 20 0 20 40 1223 University AVG.,Sb.ago•Fd"W&,CA 92507-3419•(909)7x2-0707•FAX (9M)782-0723•wwwjkimpm CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed Designed by Drawn by Checked by , Drawing No. SCALE RECOMMENDED BY: • �a�� a� 9 �,1EHP EHP EMR DATE. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal �� • P Prepared Under Supervision Of ti w No.46804 " SEE SHEET N0. 1 1`=20' ACCEPTED BY: /�0( DATE: /C7//r/.0/Exp.6-30-03 -- PRECISE GRADING PLANS Inspector Date 4 RONALD J. PARKS Vertical EDWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 23371--8 LOT NOS. 52-59 & 81-84 Date Cm It'd �'� CrVi�- d���r 4 _ _ � p 6804 Expires fi 30 03 t,� NORTHWIND PHASE 12 N/A cwf R.C.E. No. 19744 Expires 9-30-05 Sheet 2 of 2 R.C.E. No. r ry Gr\d-13212\212pgd 185.dgn PLOT DATE:09-OCT-2001 JN 13212