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HomeMy WebLinkAboutLot 1-10, 32-35 Precise Grading Ln N PRECISE GRADING PLAN TA Ho 0 LOTS 1 - 10 AND 32 - 35 OF TRACT NO. 25004 Zo GRADING NOTES CITY OF TEMECULA, CALIFORNIA 'P�f 9 � A 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION do SEDIMENT CONTROL PHASES 6 AND 7 ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL BEA MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN %" PER FOOT FOR A MINIMUM OF 3 FEET. - - - - - - 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 9.2Ilk 4. PROVIDE, AS APPICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE `` 77 GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE 78 ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, � 79 76 OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND Nh10 SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. i � � � P� C� 75 I � 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CIN OF iEMECULA'S PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION � � � � 73 74 VICINITY MAP AND LOCATION OF CUT/FILL SLOPES. \S � .001, NO SCALE 7. FINAL COMPACTION REPORT WILL 8E REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. � � � 61 \\ �i � �� � -1 -1 60 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS � \` 1 62 - \ \p �2 INVESTIGATION BY GEOCON, INC. DATED JULY 2, 2003. TWO SETS OF THE FINAL COMPACTION REPORT SWALE 1X MIN. YC24- SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE %� \)I.. 1 \� --�\ \ �� RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. � g 0 � �S ` \ �\ \\ \\O 70 LEGAL DESCRIPTION (PHASES 6 & 7). 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE �y R I 59 63 C� � �� REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO ; SWALE SWALE % � �1 � Z 2LOTS 1 THROUGH 10, AND 32 THROUGH 35, INCLUSIVE, OF TRACT N0. BUILDING PERMIT CLEARANCE FOR EACH LOT. � HOUSE "' � \ � � 64 \ � 25004 RECORDED IN BOOK 345, PAGES 20 THROUGH 25 OF MAPS, PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 � 5� �N 11 11 � 58 � \ \ \ 69 RECORDS OF RIVERSIDE COUNTY, CALIFORNIA � FRONT 4' MIN. 1 5� MIN. 1 �� Lo � 65 �� \ � 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO � � ''I1 57 � PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE.WERE o � � � SETBACK LINE fi MIN TOP � 'I �I �11 56 66 1`\ \ \� �\ I N SOILS- ENGINEER 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, ERE APPLICABLE, '� � � GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE HATH CITY CODES PRIOR TO 18MIN. ��c, 1 �� 55 �0 67 � r\ � GEOCON INCORPORATED THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT 20x MpX. - � 11 Q \ 41571 CORNING PLACE SUITE 101 IRRIGATION SYSTEMS HATH BACKFLOW PERVENTION DEVICES PER THE U.P.C. EXIST. 2:1 SLOPE � 1 Fj$ MURRIETA, CA 92562 � � 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF PER ROUGH GRAD. PLAN T 53 54 951-304-2300 PHONE 52 WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN OCCURS UPON � �P\v ,..\\ \ � � I 951-304-2392 FAX WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SUPPORT.SOIL FOR FULL OF FILL. CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL TYPICAL LOT DRAINAGE TYPICAL SWALE-SLOPE, � � 1II � SUZ� 51 22 APPROVE PLCEMEN � C OWNER/DEVELOPER 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. NO SCALE NO SCALE �I 4950 � \ K8 HOME PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM - - �- -d II 21 � BRIAN FREEMAN SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. 26201 YNEZ RD. SUITE 104 - - -�- -�� 23 2Q SII \ \� 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. PROPERLY LINE � N I I 48 �' I TEMECULA, CA 92591 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) SHALL BE GARAGE - � O �i4.i 47 24 19 951-506-3 310 ONE 722 FAX SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR FRONT SETBACK 20' MIN. Z 'h WI ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. � � � 46 25 18 II � BENCHMARK. 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 0010, PARKWAY N 1 _ - V ( II PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (MATH RESPECT TO MEAN v � Cr - 26 17 45 COUNTY OF RIVERSIDE B.M. N0. T-46-81 RESET 1997 SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION HATH REPECT TO ADJACENT GROUND SURFACE IS REQUIRED, IM(.6' S le THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. Q' 12X MAX - - _ � I �6 II FROM THE INT. OF RANCHO CALIF. RD. AND FRONT ST. STREET 2X � - I 44 27 II � I 1,7 MI NW ON FRONT ST./JEFFERSON AVE. TO THE INT. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE I I15 OF JEFFERSON AND WINCHESTER (HWY. 79), 2.0 MI. NE CIN OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL ORDINANCE N0. 04-04 THROUGHOUT THE 43 2$ II II I� I ON WINCHESTER RD. (HWY. 79) TO A BRIDGE OVER THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION � � SANTA GERTRUDIS CREEK, 55.5 ELY OF THE C.L. OF ACTIVITIES, IF APPLICABLE. - - 42 29 Q 14 � WINCHESTER RD. AT SE'LY COR BRIDGE OVER SANTA 18 EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO OBSTRUCTION TYPICAL DRIVEWAY � - - Q 13 II II � I GERTRUDIS CREEK 4.5' N'LY OF SLY SIDE OF CREEK. OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. NO SCALE I ¢1 30 cl� II~ II I i ELEVATION: 1097.163 19 ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY ` � 12 W CONSTRUCTION/GRADING. -\� - - 40 31 �� 11V)M ``' TOPOGRAPHY 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC 39 32 w1 6 10 W RIGHT-OF-WAY. � I� TOPOGRAPHIC INFORMATION SHOWN HEREON IS TAKEN FROM APPROVED ROUGH GRADING, STORM DRAIN, AND STREET 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS � 38 33 II I I IMPROVEMENT PLANS FOR TRACT N0. 25004 ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING III 9 CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO 00 ��� I II� II i EARTHWORK QUANTITIES, THE CIN ENGINEER FOR REVIEW AND APPROVAL. /Z � �II � 37 36 35 34 $ 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES PHASES (p �I� \ II II I � CUT 1,400 CY FROM STATE 4R FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED 6 & 7 N 7 ) I FILL 1.400 CY SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR Z �I� p ONIA / II II I I IMPORT/EXPORT 0 CY OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR1Z Z GRADING. 1 2 3 4 5 30 ,6 2�0�73"W � MEET INDEX' Q g � I SH. 1 TITLE SHEET AND INDEX MAP 1� 2'4 '27"q � SH. 2 PRECISE GRADING PLAN LOTS 1 - 5, 34 do 35 N8 '30'1 "W 423.82' IN45'01��08"W '� � SH. 3 PRECISE GRADING PLAN LOTS 6 - 10, 32 do 33 81.'30' N� I TRAQT NO. 2I500+�-1 � � "1i5�,°� Wj � r Medofer Engineerings Inc. THE EXISTENAND LOCATION OF ANY UNDERGOUND UTILIES OR STRUCTES SHOWN ON THSE PLANS WAS OBTAINED BY AnSEARCH OF 1II � ANDREWS WAY AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 28610 Midsummer Lane EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO Menifee, CA 92584 PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES A INDEX MAP 909-816-5830/951 -301 -6792 fax OFAND SHOWN NO ANY PLANS, TOTHESE N NES OR STRUCTURESD IS RESPONSIBLE . THE PROTECTION M uredo%r-engOcomcast.net scA�: � 150' WDID # 9 330322766 LD05-149GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: Desi Designed 8 Drawn B Checked B Drawing No. Underground Service Alert SCALE OFESS/ 9 y y y f CITY OF TEMECULA 9 e� �N� M.Q.M. M.Q.M. M.A.M. RECOMMENDED BY: DATE: 9�$ � DEPARTMENT OF PUBLIC WORKS A. � Horizontal 4� 4't'� �pn Fy Plans Pnpand Under Supervision Of �� 4 Coll: TOLL FREE Contractor y ? p %' pvFa� o,T' TRACT NO. 25004 -BOO AS SHOWN = Q ACCEPTED BY: DATE: 8 Inspector SEE ABOVE � EXP. 12-31-05 � �L A. EDOFER Ddte' 5/40� RONALD J. PARKS PRECISE GRADING PLAN 227-2600 Vertical * * DEPUTY DIRECTOR OF PUBLIC WORKS g � 0 LOTS 1 - 10, 32 - W Date Completed NA sr'IFOF'CA��FR.C.E. No. Expires ,9,µ � PHASES 6 AND 7 a760a P• 12/31/OS R.C.E. No. Expires 9/30/03 �,�:tiea..� Sheet 1 of 3 TWO WORKING DAYS BEFORE YOU DIG I I I I � TITLE SHEET w SEELSEET N 0. 3 146.52' N89'30'47"W 71.00' 1 75.51' t V V V 0 1 � LHP FL H P 1`0 Q Z 1.oz 1 L. .ox N N I ao °' N FL 1.0 Z 0 1 .7 N 2 1 I 7.0 Of 1 .5' �- 4' 6' LIJ 1 31.9 t o 9 10' 2 0' 20 1 W C; w , N BW 3 4 _ I a I Ln 10 ' 35 _ FF=1234.27 •"g I o I Uj PAD=1233.6 z FF=1233.37 I I PAD-.1232.7 PLAN 1 R-B WW N I g I W PLAN 2-C I Cr. rs.2' 18.0' 7.0' -5V)Ln Ch W $ .7 7.0' t W I I 0 Jw 1 / EC 13+99.90 PHASE 3 (LD05- 097GR) =13z�70 �Q FG� 1.4 GF=1233.60 / I ► I 1.4 •7 FL GB 0 C1 o Q r„ v of 1 1 31.22 231-50 d e S FS z I R 71.00 -14- N89'30'47"W 50.51' N89'30'47"W CV oo R IFr 01 00 g � I C�/� � r 1 31.77 c0 u, CV a + 7. 5 "'' � o PO o IA N N 59 io .32.81 11 N 1.76x 12 � `4 � 1 I I I �13+1 SONIA r- LANE Ki N N O ZId IC C4 I 1 I . N 9'163'35"W + N89'30'47 W 60.00' N 9'30'47"W 60.00' 1.96 . r. �101 J II I 1 .1 1 .1 9.08 R=10 ' 0.00 I _ • 04�. FS � S <`=17.87' 31 '16'2 , 96 4X70.0 [,� I 0� 'Ir N t 1228. �► I 1$ N I N aK o 2.? ,y* N 0 1 Ln p I 1. 41 1 tC N O < I I / 1230.1 `� 1 31.1 `�' r s \ [� I Q 1 8.7 19231.4 1232.1 '�r +� © v 1 I _ 1231.0 � I '� = � ' n Z GB H X o_ 'r V �� 1 GF=1230.0 a L'0 1 - U-0 1 3. •tr I Z v� `�` ►� �o1 1233.1 o no I o I ( p GB 0- o ` o 3 L DF 1232.ot k , (3 GF=1234.40 N I W o o 0 1 A� LF I �.'� 1 Q w � 2 DF L-U- w 1232.4 `�' k' FG LI..� �an J o I � I C-4 r4 011 0 I ` - r o �n g o Q LID co Cb G�1232.57 N 7.0 \ FF=1230.671�� o b I S =1 3 , I g PAD+=-1230.0° 8. ' 7.0' 2 a B 7.8 \ I o I �O r0 7.2 5 cm I O � 10.D 6.2' 4 , PLAN 2-B 6.D ,� � � �. 33 FF 1232.07 �_ 0.1 DF 4 9.0 M FF_1235.07 10, 20 ARIES PAD=1231 .4 0 FF=1233.07 PLAN 1R-A Pq 1232.4 5.2 FF-1234.17 PAD-1234.4 L \ \s� �o�s O � I ( � o� PLAN 3R-C I PAD=1233.5 I -� PLAN 2R--C \ M 1 0 LO PLAN 3-B r- v? 1 1.4 .4 •4 o ;n C� o� 0 1233.5 1233.5 34,4 1 rfi A I I I 12 N .7 1 0? 1230. 1 1. pz_ 1 31.8 X 3' 1.0 cv � I -+- o � `r' N 1 co 1.Ox I � 1 1. I ►ri 1 I 1 c.i I 1230.0 q-- a? LHP \ 74.00' N89'30'18"Wn 107 1.0� 1.03 1.0X II 1.0� H 1 1. -- •.! I � .,. L 1.69 N89'30'18"W 65.00N89'30'18"W 65.00' N89'30'18"W N89'30'18"W 65.13' -"" 4 0 20 40 60 80 G 56 55 54 53 5251 I Medofer Engineering, Inc. I TRACT NO. 25004 - 1 � I 28610 Midsummer Lane Menifee, CA 92584 909-816-5830/951 -301 -6792 fax medofer-engftomcas>~.net WDID # 9 330322766 LD05-149GR Underground Service Alert CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: Designed By Drawn By Checked B SCALE RaF ES's/04, y Drawing No. oQ ` A. H�� M.A.M. M.A.M. M.A.M. RECOMMENDED BY: DATE: =�18CITY OF TDEPARTMENT OF PUBLIC WORKS '�F Call: TOLL FREE Contractor Horizontal Plans Prepared Under Supervision Of le ACCEPTED BY: TRACT NO. 25004 1 -800 SEE SHEET 1 1 " -- 20' No. 47604 c DATE: Inspector G� 7 g d� RONALD J. PARK5 �I ,�,,,,, °G -b A. MEDOF DEPUTY DIRECTOR OF PUBLIC WORKS Date: . PRECISE GRADING PLAN 227 2600 Vertical EXP. 12-31-05 MICHAEL Date Completed sly ►�. �.r LOTS 1 - 1q, 32 - 35 NA rfOFCA���O� R.C.E. No. 47604 Expires 12/31/05 R.C.E. No. 19744 Expiroa 9 30 05Dr�l :: tael:. PHASES 6 AND 7 TWO WORKING DAYS BEFORE YOU DIG Sheet 2 of 3 PHASE 3 (LD05-097GR 1 .4 PAD=1240.4 J 1244.0 PAD=1244.0Um�) LWL � 1 " = 20' IU44.2 65.20 N00'29-13"E 1 44 1 47, 65.20' N00'29'13"E I I in I N L L I 1.ox 1'. X 1243.9 1 � �' Q 1 Z I .OX � 1.0X L. Ln 0 1 47. 1 4 rn 4 Ln o I ' , _j J 8.0 o ��` 1 44. 1 44. o cv BW Ui o (& , �p W _j0 U_0 32 co w o 33 _ FF=1 2.0' o o FF= -1248.17 �� 244.87 �; oPAD �a PAD=1247.5 I � --1244.2 0� Z LL.o PLAN 3R---C z o PLAN 1 R-B Z w � -' RETAINING WALL _j OD 0 RETAINING WALL ao LW PER SEPARATE PERMIT o o�n PER SEPARATE PERMIT o Q W I V x _j O s o 0 0 x �o I 10� LF o i• FL 0.6 DF ©GF=1247.50 I7 LF O 47.5 1 4715 1 CO O p I 1244.2 NJ2L ' �• 141.80 14 . 1 1243.6 144.43 6 .20' N 00'29'13" E 65.20' N 00629'13" E V N 1Q4. 7ATr 123 © an � io nRo r0i 4 � SHREE � � ROAD •5x��6 O14 _ 1 - 15 c.v v 16 ,,......_ 1 CN Ln ca O Ln O N O R=100.00' �i " 00 '"' 0 15.75 L=17.87 t --� 6• , S ��S o, Ln C3 N 09 45'00" IV A=10614'12 ~ caTC TC \ ! � CDN �� 0 ' N 00-29'13" E 64.60 N 00'2913 64.60' N 00'29'13 E + � � .29 1238.9 1239.71 N _> pg'45 00 W 1 37. fi 1238.07FS 1243.6 5 F4.4 =41.7 ' =34'08 0 R K F. ,o �, •� 4, 1234.6 ,., ,b k ^ f FS a 'o FL G8 Pp / o t �1 K K °' 1 K 41, 1 4 . 1244. � �� 18 4' / ,°�* o K `° .0 •f as no va FG G / N WL 4 cF=1246.o0p� an 1 8. p J C' 1 4 , Q` �Q� G L 1241.3 °O o is / 1Q , / a 1 ,5 1 9.4 p C] 6.4' 0 C, io M % A? / 5.0 G o 4. 1 4 .7 0 0 7.4 0 1 u� o o B 11 GF=1239.57 QFG _� PAD=1249.3 So � a� 10 W z Q o 9 o FF=1236. 7'9 _ U_0 U_ FF=1246.67 Q � 87 � 8 0 � = �© PAD=123 fi•2 5.5 4 aN FF 1243.37 an PAD=1246.0 z I 6.9' FF=1240.07 6. PAD=1242.7 00 CL. PLAN 2--q � K Jo 9 K PLAN 1R--A : PAD=1239.4 4.5' o PLAN 3R-8 _j o .- N o RETAINING WALL � � PLAN 3-C _ v RETAINING WALL PER SEPARATE PERMIT � �G��, � �o /h,.• � 1 •4 � o o PER SEPARATE PERMIT ca/ � 4' .- U_RTAININ 1 41, o� I RETAINING WALL �` zo 1 PER SEPARATE PERMIT Q a 1 4 I 38.7 ti GFL 1242.7 o f 246. z 1245.4 O 4 7 1 - O N FG z 1242.0 in 4 � �,; 4. FG n `� 0 1.OX L 1. � FL 1245.7 l� 0 1 A L 1.OX � I 4b. o 1.OX LHP 1� K SLOPE 11 �o 70 Zo "r• ►moi �, 000o HOA . 2 EA :1 to SE MfNT HOA SLOPE 2:1 � 1 HOA Sl-OPE 2:� 0 1%0 20 40 60 80 CONCRETE BROW DITCH PER ROUGH GRADING PLA EASEMENT EASEMENT HOA SLOPE EAS fM ENT 117.72' ' ' ' " 024026" E 64.65'Medafer Engineering, Inc. N 02'40'26" . E 64.65' . , „ - • � N 02 40 26 E 64.65' N 02'40'26 E 28610 Midsummer Lane _ " �- . LOT �� oPE Menifee, CA 92584N SPACE 909-816-5830/951 -301 -6792 fax (MWD EASEMENT) medofer--eng®comcast.net MID # 9 33C322766 LD05-149GR Underground Service Alert CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: Designed By Drawn By Checked By SCALE gat:Essio CITY Drawing No. o� N4( M.A.M. M.A.M. M.A.M. RECOMMENDED BY: DATE: 9�8� OF TDEPARTMENT OF PUBLIC WORKS E f Call: TOLL FREE Contractor Horizontal � �,`i'P ` A�.n �, Plan? Prepared Under Supervision Of x q TRACT NO. 25004 1 -R SEE SHEET 1 1 = 20 ACCEPTED BY: DATE: -800 Inspector � No. 476D4 � Date: q $ vs RONALD J. PARKS PRECISE GRADINGVertical EXP. 12-31-05 MICHAEL A. MEDO DEPUTY DIRECTOR OF PUBLIC WORKS �A. >.. PLAN 227-2600 s J.,.,.�.; LOTS 1 - 10, 32 - 35 ,.. .�..,:�... :la Date Completed l7r C I V 1` off`'! 47e04 12/31/OS � ....� W"v PHASES 6 AND 7 NA OF c�►�\F R.C.E. No. Expires R.C.E. No. 19744 Expires 930 05 r�►� ��eq:: Sheet 3 of 3 TWO WORKING DAYS BEFORE YOU DIG �, �„