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HomeMy WebLinkAboutLot 205-211, 271-275 Precise Grading GRADING NOTES PRECISE GRADIN 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. f ,� ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. G PLANS 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% -11 .11 cuL-REEK- IF CUT OR FILL IS LESS THAN 10' , 2% IF CUT OR FILL IS GREATER TRACT NOE 23065 THAN 10' . 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. 3. MAXIMUM CUT AND FILL SLOPE = 2: 1 . F1 AL PHALqlaLE 1 � 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP v vNr OF ALL FILL SLOPES OVER 5 HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OFA COUNTY OF IV SID CALIFO' NIA COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL NORTH HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP. � X11 fi. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE � PROJECT BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF SITE OUCH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO � REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. SHALL INCLUDE LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. � 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP CUT OF SLOPE. VICINITY MAP 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS NOT TO SCALE GREATER THAN ONE FOOT. 275 227 TOWNSHIP JL SOUTH RANGE NEST SECTION 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH 274 2M 27,2 RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION LEGEND BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE STORM DRAIN S.D. ACCESS RAMP FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION LOW POINT L .P. LOT NUMBER v DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS TOP of SLOPE T.S. BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE GRADE BREAK G.B. INDICATES LOT NUMBER 32 SITE INVESTIGATION REPORT, IT 2 INDICATES UNIT TYPE 1L LANDSCAPE DEVELOPMENT L.D.Z. (L-LEFT GARAGE; R-RIGHT GARAGE) 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY14 0RIGHT OF WAY R/W INDICATES FINISH FLOOR ELEVATION FF1173.0 DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT 11 GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED ■ EDGE OF PAVEMENT E.O.P. INDICATES PAD ELEVATION PE=1172.5 PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. ``' _ - OOOO.QO WATER BLOW-OFF ` PUFFIN SE TOP OF CURB 11 . CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT � � � � T.C. THIS LOT REQUIRES A BACKWATER VALVE AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL PER SECT. 409 OF U.P .C. PER APPROVED- FLOW LINE F.L. WATER AND SEWER PLANS. ( SEE INDEX MAP ) HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN HIGH POINT H.P. TRACT BOUNDARY ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF NAL INSPECTION. FINISHED GRADE ------ F.G. EXISTING CONTOUR (14 30)-----' 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND 205FINISHED SURFACE F.S. STORM DRAIN & CATCH BASIN HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER GARAGE FLOOR GF pppp.p 2: 1 SLOPE DELETERIOUS MATERIAL. J. _T T 40 0 40 80 120 2� 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE 207 AM 209 M FINISHED FLOOR FF 0000.0 CUT--FILL PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE GRnlI C SCALE- WATER SERVICE W AIR RELEASE VALVE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SEWER SERVICE FIRE HYDRANT --� 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION INDICATES AMOUNT OF X DRIVEWAY OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE EXTRA DEPTH FOOTING CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND CONSTRUCTION NOTES & QUANTITY ESTI MATESTREET LIGHT DAMAGE TO ADJACENT PROPERTIES. II E SLOPE EXTRA DEPTH FOOTING -- o 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED QUANTITY UNIT METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-10) . Q LOT GRADING (12 LOTS x 50 C.Y. ) 600 CY INDEX MAP In 351 35 d6 16. ALONTEXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST GRADING NOTES ( CONEH INF " � 35 35 35C INUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE T G ER NOTICE T CONTRACTORS 35' MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 24, EROS I ON CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLAN 3 ADJOINING PROPERTIES DURING GRADING OPERATIONS. ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, SAN - PLAN 4 PLAN 5 PLAN THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED J ,co n _ 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE GROUND COVER. SLOPES OVER 15' IN VERTICAL CAL HEIGHT, I N ADDITION TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR 00 �. cy _�� o TO GROUND COVER SHALL BE PLANTED WITH APPROVED STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE •� 0 W TENTH ( 1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE TO THESE LINES OR STRUCTURES. � BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION - 30' I N VERTICAL HEIGHT. PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE _ 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE RESPONSIBIU TY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. 18. A REGISTERED CIVIL ENG I NEER OR LICENSED LAND SURVEYOR SHALL PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 12" MIN. ABOVE PAD ELEV. 0 SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE DEVICES PER U.P.C. CHAPTER 10.R. AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES T0, - __.._.____. _�- r DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, ROUND OFF TOP TYPICAL OVERALL FOOTPRINT DIMENSIONS SPECIFIC ELEVATIONS ARE REQU I RED. THE ELEVATION (WITH25. CONSTRUCTION OF DETENTION BASIN, CONCRETE CHANNEL AND PERIMETER REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. PL- - -- SCALE : 1 = 40 RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS 4' MIN. w WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE -- --� Ir APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE11-11 ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. o Him POW UN 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS STRUCTURES ARE IN PLACE PRIOR TO COMPLETION OF THE PROPOSED CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED _ �� .� PAD ELEY. u MIN. ! I „ STREET IMPROVEMENTS. CHANGES OR USES OF THESE PLANS.»ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED ��O �-10� A I I N AT NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. BY THE PREPARER OF THESE PLANS QI 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE O��,A �ffgo. .� ,. 21 . "NO OBSTRUCTION OF»FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP SECTION A ` A a`� �� o� i, A °� �'A c� HALL BE PERMITTED SHALL ADHERE TO CURRENT NPDES GUIDELINES. ,� � � r�. ������ --_w..-- J FOR REAR YARD SLOPES GREATER o , __-..___.___.__ _ -__. ___ _.._.- _. ...__�.. Q 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DECIMATED IN THE a`� �t¢� J�� �,�bgo'�m,b° ( ~� 15' '. _,j ' 15 tri ~'• w FIELD PRIOR TO COMMENCEMENT of ANY CONSTRUCT I ON/GRADING. BASIS OF BEARING. THAN 5 I N VERTICAL HEIGHT �,o�J\�q¢� 4� QQ�� crm I, (DOr I , I THE BEARINGS FOR THIS SURVEY ARE BASED ON THE QQ ��`` k �sQ`A 5 B 5 5 B C 5' C J LINE BETWEEN STAT I ONS TRAK P L Q` �� �° Q �� �� MIN MIN MIN MIN Q 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT A1�7 "MATH" (POSITIONS PER NATIONAL GEODETIC SURVEY NAD83 EPOCH 1995.5) AS 5 MIN. VAR. / 5 MIN. VAR. 5' MIN. VAR. / `� -� �• o = z TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION 6 MIN. - - - - - 6 MIN. QQ �,� �� i M SHOWN ON THE MAP FILED IN BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF ---- - 3 MIN. 21 P �� �� I - OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE 3 MIN. 1 1 3 MIN. --- MUDS I LL VAR. * m I PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEING N 5249'02.$4" E. MUDSILL VAR. * * VAR. MUDSILL -------- 6" MIN. - - ;z Iz 1.z z a 1 ;� 13 ENGINEERS NOTE: OWNER SOILS ENGINEION ER LEGAL DESCRIPT . . I DI0.1111,111111INLuERT T A t U PR I V TE ENGINEER SIGNING THESE PLANS I S SEX HOMES PETRA GEOTECHNICAL A PORT I ON OF PARCEL 22 -- PARCEL 12" MIN. pER j '`i � � RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN WARDLOW CIRCLE I 27620 C 12" MIN. 12' MIN. --- N i a z N SU TE 150 OMMERCE CENTER DR. MAP 27387 p�.A _ 1 _ I DIAL TOLL FREE AND ACCEPTABILITY OF THE WORK HEREON. IN THE CORONA,CA. 91720 SUITE 103 4.2X TO 3' _._ _ = '�� sx -._ sz EVENT OF DISCREPANCIES ARISING AFTER COUNTY 2% MIN. 6 MIN. MAx a A4. z .--$0 }-227-2604 TEL 909.279.4000 TEMECULA, CA 92590-5661 THENCE 2% MIN 2: 1 MAX MAX. 6 TYP. 2% MIN. 20% MAX. 2: 1 MAX. SIDEWALK � APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909,273.2100 (909) 699-6193 20% MAX. MIN. 20% MAX. -- '' ' ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING UNLESS OTHERWISE NOTED * - UNLESS OTHERWISE NOTED CURB " AT LEFT TM DA" AN ACCEPTABLE SOLUTION AND REVISING THE PLANS (909) 699--6197 FAX * _ BEFORE YOU DIG FOR APPROVAL BY THE COUNTY. DISTANCE FROM RIGHT OF WAY TO THE A z SECTION B ""• B SEC110N C -- C E G RAGE CORNER < 't'UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAMEASURED PERPENDICULAR TO THE PROPERTY LINE. J UOT -- DRAWN � N SEAL--COUNTY COUNTY OF RIVERSIDE SEAL--FNG!NFFR TRACT NO.23C65-- FINAL PHASE IP -rPLANNIN© ■ DE®ION • CDN!lTRLJCTION BENCHMARK: T--1--81, ELEV. 1026.428 JLF/JE SHEET NO. Q WORK CONTAINED NOTA I NED WITHIN THESE PLANS T PORTATION DEPART T pF E 5 S10 2 112" BRASS DISK IN CONC. CYLINDER 2.4 DESIGNED SHALL_ NOT COMMENCE UNTIL AN Q� � N � Q ENCROACHMENT PERMIT AND/OR A APPROVED BY D �A MILES SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY OF RIVERSIDE 1 rr GRADING PERMIT HAS BEEN ISSUED. �`� �� ■ ■ r �. 0 L� �`� � jr �^ 27555 YNU ROAD SUrVE 400 INTERSECTION OF MAIN AND FRONT STREET IN CHECKED = y TE-MEcuLA cAL1FORNIA 92591-4679 TEMECULA, 53.5' SOUTH OF C L HIGHWAY MAT A O The private enq i neer signing these a I a n s i 5 r , C C7 N S U LTI N C3 W$76.8042 • FAx 909.676.7240 • www.RBF com No. 43090 .�, 79, 3.2' EAST OF GT POLE (GT 2453), 300' $GALE OF___2_SHEETS responsible for assuming the accurac and R KHALED A. OTHMAN DATE: � AS SHOWN PRECISE GRADING PLAN Exp 3/31/04 EAST OF PRODUCE STAND MIDWAY BETWEEN Q nr.ceptabi I ity of the design hereon.1n the event R.C.E. N0. 33950 ;x � PREPARED B MICHAEL A. TYLMAN R.C.E. N0. 43-QQ�� FILE N0. of discrepancies arising after county approval or EXP. DATE: 6-- 2 J',, l Y �� EXP. DATE: 3- 31_-04 P.P. 75580 AND P.P. 75581 ON LINE WITH OL_D JOB NUMBER Q during construction, the private engineer sho I I be ' 15--100455 LOTS 205-►211 & 271-275 responsible for determining an acceptable solution �F `Fo - FENCE LINE RUNNING N. & S. SET FIBERGLASS and reviewing the plans for approval b the count MARK BY-1.DATE APPR. DATE SOF` C �� DATE FOR: W.U. COUNTY P PP Y Y ENGINEER R E V I S 1 0 N S COUNTYLw_0 MMEN DED BY BOYLE ENGINEERING DATE: -- --- - DATE: WITNE SSPOST 1 SOUTH OF MONUMENT. REDHAWK FILE NO. 1 °• 79. 7 polio T w \ 0 woo- N tt) / - N • w rri n 8�/ - rte• n �� 1 -- F4 / 852 819x. / - -- -- -- _ � 85.7 (� / �G 83.0 - I 84.4 -1 - 84.9 I � FL-t�P Pe=X278 / - FL-+p I FG 84.1100 80 s/ 10, 81 9 8- FLS o I n z . i Z o ...+ 0 Cer 85 I o 86.0 JIR 601 Tr �' 7 FG FFz 182 FG 83.3 13 1 85.27. 86.0 r� PES 4 .� I 84.4 z 72 / 1281 I 84.4 FG I FG z $ 9 _1 7 74 1 p' FG FG 4R ►� 271 �s 81.9 X1.7 aD 2L I 1 73' KI FF=1 .7 Z I BW 3R 270 G83.3 I Z BW 285 r - ( _ FF=12 2 1 1 R I BW PE=1285.2 I I PE=1286.8 1281 83.8 FG I r FF=1286.5 9 ' PE=128,3. 11 be FF=1284.9 I I PE=1286.0 7 .N � � I ll PE=1284.4 5' 5 t 83.3 I 1 5' I • .1 .1 84.4 • 1� 0 I r- 83, c,; FG o .1 ,� 8 . AM 1283.3 FG 3 co a FIG =1 4 I .i ( 1286.0 7 �4• 81p /�' ' * I .3 •1 =1285.2 7 6 ie 3 1 i •3 N 1 48 .71 st FL-GB I 6- 3 I - �' 84• k I. t0 co __ c, to r- - � � �i � 1 �, F� .89 83.70 84.51 N 'L `G8 N In 'L�/ FS o FS F-4 ? FS 74.00' 11111� 82.61 83.43 `V �� 84.24 S -- 48.82 FS _ 48.00' FS �• FS �4 - w S w S w S N co 79. . rc 8 •01 82.84 83.66 � TC TC TC o „ N 8 SEMIIER-_ 1 16 #qPUFFIN ST'REE �� 4�' S o E '4 �, - N r 82.02 .3e r 3 C � n Sv ?� a �_ s w - ar FS h 14 4.40 S N S N S w - S dii w ►� CIDS _ _ / . 1 �'9 ` 81.5 `� 81. 14 - 81 32 278. / .8 = �� .l � FLS � � �� - FS �82 � . � 83.15 48.00 48 00' � // FG 4 81 N `- 82.62 - v 84.22 r 4 4.78 81.8 o S• 6 `� 82.3 81.58 co ,� / o FS FS N 4 6 'w In FS o / F 8 -,G8 N /� 7 `� � N 85.0 = G 1 2.3 � FL--GB FS 1 i � 82.9 82.34 1 - .4 83.94 � N - '� w / 5 FG 2 82.3 N � FL-GB FS FS FS I .4 FS II , 82, o FL-G8 I 2' 83.1 � / 85.5 FG In I 5 I 4 FL 83.8 u� FL-G8 1 6 © l*Col .1 1 - _ Pe 282.5 / 1 FG 3 - / X282. s r- 83. 1 c� I GF=1284. 1 I 6 I 7' 3 FG r // r2 �' 8�•0 � 2 � ` 1 FG . 1 84.1 .1 o t � �. . PF;1X83 I FG 5. //--�� Q z .1 I t� PE-'2 2 5 I 7 •3 V cBO 212 u +t 182. 7 / p 5 W 211 3L ' D w p I 10 I 6L PE-1287.4 w G 82.7 II I ► 2L ? D w aL - OCD 3L 9 , I FF=1 :z I I Y ( FG 2 J 283.9 FF=1284.6 !t FF=1285.4izFF=1286.2 , FF=12$7. 1 z �;; O / N ( G PE=1283.4 z I T-- Z 6 t PES 1286.6 w i 81 1�! r PE=1 4 r"' Q _ r .7 28 1 PE 1284.9 � U PE-1285.71I - , l 5.97' j -4 '7 84.1 64 8' r ( o S> ' o �� 1.51 FG z o I I i.85 1 w 86.6 86. 6 .0 iv 84.1 z 6 7 5' 85.7 I ( FG FG 6 �. o�' 82.4 c� I FG M o I 85.7 - - - J . . � �- 1 o G r` � _ I w ' •7 r. 8,3 1 n 83.8 041 I 'n •4 _ r 57 16' T N FL • M FL- IP N 8 N N -rP $ N ,3 4 S 'N° �- U-i FL- ' 20 0 20 40 s0 as 85.1 0 �• 85.9 86.7 rn 87.6 rn z -- _ 57. 18P 84.4 TS I TS TS I TS I I 1 I r Gf�APH I C SCALE � C7 N illilljllllllllllllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIr Li G cJ\Q 0 NLUERTofR\of DIG ANN -- --� t O�\F�p1��0 '- Gp�,st�' ny 6off z TIAL TOLL FREE Ro ,� �, PpP a�rpt v`pI1tNa �Cr�s D 1-•840-227--2604 � R�,����° ears��of, �,,�ty��,����,�� cr dE Vfo, pt*tato 01 b 0\ AT LEAW MO DAYS Ppp`° toc,o�s�t"aa�,tre�° o BEFORE YOU DX3 pec�`p�Ns�po e�ept z tra P �ustb �5 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA v NST _ ____ SEAL-CnUNn SEAL-ENGINE ER DRAWN U • COUNTY OF RIVERSIDE PL.ANNINO ■ DENION ■ CONSTRUCTION BENCHMARK; T-1-�81, ELEV. 1026.428 JLF/JE TRACT NO. 23465- FINAL PHASE IP --010094 SHEET NO. � WORK CONTAINED WITHIN THESE PLANS - .. SHALL NOT COMMENCE UNTIL AN T PORTATION DEPART T Qe�F f_ S!04'. 2 112" BRASS DISK IN CONC. CYLANDER 2.4 DESIGNED p =" "-- MILES SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY OF RIVERSIDE 2 0 ENCROACHMENT PF RMI T AND/ORA APPROVED BY �� � � A r � r,� ■ ■ . 27555 YNEZ ROAD, SUITE 400 INTERSECTION OF MAIN AND FRONT STREET IN CHECKED 9- GRADING_PERMIT T H_AS BEEN ISSUED. ' _ TEWCULk CAUFOPMA 92591-467s _ MAT SCHEDULE * -- - TEMECULA 53.5 SOUTH OF C/L HIGHWAY i he pr vvat e eng i neer-signing these plans i s _ CON 9 U LTI N C3 909.676-8042 FAX 909676-7240 . wwwnW cam res ons i b I e for assuming n the accuracy n - A .` No 4 V'90 79, 3.2' EAST OF GT POLE (GT 2453), 300' SCALE OF 2 SHEETS d a g a y a d ° , AS SHOWN PRECISE GRADING PLAN acceptability of the design n hereon. In the event Exp i% i' a4 EAST OF PROIDUCE STAND MIDWAY BETWEEN 9 PREPARED BY: MICHAEL. A YLMAN R.C.E. N0. 43D9Q_ - FILE N0. of discrepancies arising after county approval or j `� `� EXP. DATE: 3-31 --04 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD OB NUMBER o- dur i ng construction, the private engineer sho I I be "I f __ '�` 15-100455 LOTS iM ` M ASID LOTS 2% - 2f1 responsible for determining on acceptable solution t 0} r �` � o FENCE LINE RUNNING N. & S. SET FIBERGLASS and reviewing the p I ans for approva I by the county MARK N DATE R E V I S 1 0 N S APPR. DATE MENDED DATE: � � �I �- 0 -- ENGINEER COUNTY DATE: WITNESSPOST 1 500TH OF MONUMENT. DATE FOR: w.o. COUNTY = REDHARtK FILE No. AY '07M 200.3