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HomeMy WebLinkAboutTract Map 29734 Lot 7-25 Precise Grading GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. P Ft C S uRADI IG P AMS TEMECULA CREEK 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 % TRACTO m IF CUT OR FILL IS LESS THAN 10' , 2% IF CUT OR FILL IS GREATER THAN 10' . DRAINAGE SWALES SHALL BE A MINIMUM of 0.2' DEEP AND A BE CONSTRUCTED A MINIMUM of 2' FROM THE TOP OF CUT OR FILL SLOPES. 3.. MAXIMUM CUT AND FILL SLOPE = 2: 1 . ver 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP ► OF ALL FILL SLOPES OVER 5' HIGH. CAL1 'twm�o0RNy' NORTH 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OFA `4 0 U N Y 0 RIV RSID COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL c� , y .: HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL 9 � PROJECT COMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP SITE 6. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND ,SAFETY, DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. SHALL IN LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. 232 1 1 6 � ,28 29 7 PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM Q ' � VIC INITY MAP FLOWS, ALONG TOP CUT of SLOPE. NOT TO SCALE TOWNSHIP 8 SOUTH RANGE 9 WEST SECTION ,,28_ 8. . FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT, 9. ALL GRADING SHALL BE DONE IN CONFORMANCE F RMANCE WITH 25 20 LEGEND RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION 24 20 ,�/ BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE STORM DRAIN S.D. ACCESS RAMP FM FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING LOW POINT L.P. AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION 19 LOT NUMBER DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS 8 TOP OF SLOPE T.S. BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE �o ��� s ,GRADE BREAK G.B. INDICATES LOT NUMBER 32 SITE INVESTIGATION REPORT. ;�� INDICATES UNIT TYPE 1L LANDSCAPE DEVELOPMENT L.D.Z. 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT U 4,i � (L-LEFT GARAGE; R=RIGHT GARAGE) IC BUILDING AND SAFETY - WA LA 17 RIGHT OF WAY R/W INDICATES FINISH FLOOR ELEVATION FF=1173.0 DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT �"` INDICATES PAD ELEVATION PE=1172.5 GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED s EDGE OF PAVEMENT E.O.P. PRIOR To BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. I 90 WATER BLOW-OFF � TOP OF CURB 0000.00 THIS LOT REQUIRES A BACKWATER VALVE T.C. 11 . , CUT SLOPES EQUAL To OR GREATER THAN 3' IN VERTICAL HEIGHT � PER SECT. 409 OF U.P.C. PER APPROVED B W AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL ff 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 0 HIGH POINT H.P. TRACT BOUNDARY - -- S ACCORDANCE WITH ORDINANCE No. 457 PRIOR TO THE APPROVAL � FINISHED GRAD ' �, E F.G.F G EXISTING CONTOUR ��---(1430) 0 FINAL INSPECTION. 60 0 60 120 180 � 12. No FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND FINISHED SURFACE F.S. STORM DRAIN & CATCH BASIN HAS BEEN CLEARED of WEEDS, DEBRIS, TOPSOIL, AND OTHER GRAPHIC SCALE QE7 2: 1 SLOPE V GARAGE FLOOR . DELETERIOUS MATERIAL. GF 0000 0 3 FINISHED FLOOR FF 0000.0 CUT-FILL - ��-- - -��--- �-- 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE CONSTRUCTION NOTES & QUANTITY ESTIMATE WATER SERVICE W AIR RELEASE VALVE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT FIRE HYDRANT OF FILL MATERIAL. SEWER SERVICE S I No. QUANTITY UNIT 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION �1 LOT GRADING (19 LOTS x 50 C.Y. 950 CY INDICATES AMOUNT OF X DRIVEWAY OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE EXTRA DEPTH FOOTING 0 CONTROL SHOULD BE PROVIDED To PREVENT PONDING WATER AND a2 6" ROUND AREA DRAIN (NDS 50 OR EQUIVALENT) - EA STREET LIGHT SLOPE II DAMAGE TO ADJACENT PROPERTIES. .EXTRA DEPTH FOOTING 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-10) . E 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CL 38' 40' 40' 40' E CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE GRAD ING N ( CONT . /NDE X MAP MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT .. ADJOINING PROPERTIES DURING GRADING OPERATIONS. 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED PLAN 1 PLAN 2 PLAN 3 PLAN 4 17. STABILITY CALCULATIONS WITH A FACTOR of AT LEAST ONE AND FIVE GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION ENG/NEER'S lV T/ E 0 TO GROUND COVER SHALL BE PLANTED WITH APPROVED O C TO CONTRACTORS ¢ _ N TENTH ( 1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER To THE TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE � � co BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, � ' 30' IN VERTICAL HEIGHT. PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIREDMIN. 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR 12 ABOVE PAD ELEV. 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE DEVICES PER U.P.C. CHAPTER 10.R. TO THESE LINES OR STRUCTURES. ROUND OFF TOP SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH 25. CONSTRUCTION of DETENTION BASIN CONCRETE CHANNEL AND PERIMETER CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION P/L TYPICAL OVERALL FOOTPRINT DIMENSIONS PRACTICES CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE 4 MIN. RESPECT To MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION BROW DITCH SHALL BE I N PLACE UPON COMPLETION OF PROPOSED GRADING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. SCALE 1" = 40' N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY a ACTUAL DISTANCE ABOVE THE ADJACENT GROUND .SHALL BE GIVEN. APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, HIGH POINT FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY � M 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS STRUCTURES ARE I N PLACE PRIOR TO COMPLETION OF THE PROPOSED REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. A PAD E1FY.-0.2 IIIN. >, STREET IMPROVEMENTS. F-1> cv AT NOT LESS THAN 1/2 PER FOOT FOR A MINIMUM OF 3 FEET. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE SECTION �"1 /`1 w 21 . "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. z z ------ db SHALL BE PERMITTED" . SHALL ADHERE TO CURRENT NPDES GUIDELINES. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED FOR REAR YARD SLOPES GREATER ���a �, A _ CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE "PLANS". THAN 5' I N VERTICAL HEIGHT �,,�,� 1 �� �a� 15 ppd/- 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE �3 ,� �� o a BASIS OF 'BEARING: ; �P� � ca��T , FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 5 5 (ac�T C 5, C THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STAT I ONS"TRAK" 5' MIN. VAR. P/L 5' M i N. VAR. �• 5' M i N.VAR, F/L . �_�, :rx�` � ,�, �° N " 6 MIN. CD -� �`1 N MIN MIN MIN --� 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT AND "MATH" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS 6 MIN. 3' MIN. 2' `j ��' O�� w� �' �� CP NOTED) NOTD) r7 3 MIN. 1 1 3 MIN. U ��" �' n TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION SHOWN ON THE MAP FILED IN BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF * * MUDSILL VAR. * � Q 9� r',��°` �' �-n Cj OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE (7F THE COUNTY RECORDER OF RIVERSIDE MUDS VAR. VAR. MUDSILL 6 MIN. p�' �;� r® C ri PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEING N 52°49'02 .84" E. 1 � �``� �a �a` ed` z � z M I �"' ENGINEERS NOTE: OWNER IL w P Q Ln UJI SOILS ENGIN �'e� I r�R pQ��ra�pa EER LEGAL DESCRIPTION 4 ALERT �> 12" MIN. PER Q U THE PRIVATE ENGINEER SIGNING THESE PLANS IS CENTEX HOMES PETRA GEOTECHNICAL A PORTION OF PARCEL 22 - PARCEL 12 MIN. 12 MIN. P�-PN . * L RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN WARDLOW CIRCLE SUITE 1150 27620 COMMERCE CENTER DR MAP 27387 PER a ? a�. N O- � ®DIAL TOLL FREE AND ACCEPTABILITY OF THE WORK HEREON. I N THE CORONA CA. 91720 SUITE 103 **2% MIN. 2: 1 MAX. 6" TYP. **2� MIN. **2% MIN. 6 MIN. P�pN s M N © .o 1�-800-227-2600 EVENT OF DISCREPANCIES ARISING AFTER COUNTY TEL 909.279.4000 TEMECULA, CA 92590-5661 20% MAX. MIN. 20% MAX. 20� MAX. 2: 1 MAX. pax � x 0c , SIDEWALK APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909.273.2100 (909) 699-6193 * - U LESS OTHERWISE NOTED * - UNLESS OTHERWISE NOTEDV 14L� � AT LEAN TWO DAYS ENG i NEER SHALL BE RESPONSIBLE FOR DETERM i N i NG {909) 699-�fi 197 FAX ** -- 1�2 PER FOOT FOR F I RST ** - " o0 0 1/2 PER T FOR FIRST CURB BEFORE YOU DIG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS 3 FT.AWAY FROM BUILDING FOR APPROVAL BY THE COUNTY. 3 FT.AWAY FROM BUILDING o ** DISTANCE FROM RIGHT of WAY To THE GARAGE CORNER z UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SECTION B - B SECTION - C MEASURED PERPENDICULAR TO THE PROPERTY LINE. NOTE. RBF 1-4-03 REVISED PLOTING -w ALL LOTS SEAL-COUNTY SEAL-ENGINEER COUNTY OF RIVERSIDE DRAWN TRACT N4.29734--2 IP - 990185 2 RBF -25-0 REMOVED WALLS FROM LOTS 7, 8, & 24 kms PLANNING ■ DESIGN ■ CC1�19TRUCTION BENCHMARK: T-1-81, ELEV. 1026.428 JLF SHEET NO. < WORK CONTAINED WITHIN THESE PLANS T PORTATION DEPART T Q� 1°NA 2 1 2" BRASS DISK IN CONC: CYLANDER 2.4 SHALL NOT COMMENCE UNTIL AN 3 RBF" -22-0 REVISED BLDG LOCATION TO ELIMINATED DROP GARAGES / DESIGNED ENCROACH �`�� �.� A. j MILES SOUTHEAST ON HIGHWAY 79 FROM EDL COUNTY CSF RIVERSIDE 1LO ENCROACHMENT PERMIT AND/OR A APPROVED BY y 27555 YNEZ ROAD,SUITE 400 GRADING PERMIT HAS BEEN ISSUED. �� TEMECULA,CALIFORNIA s25s1-4s7s INTERSECTION OF MAIN AND FRONT STREET IN CHECKED MAT SCHEDULE " A " o The private eng i neer signing these p I ans i s `� C[]N 5 U LTI N G 909.878.8042 ■ FAX 909.676724U ■ www.RBF.com TEMECULA, 53.5 SOUTH OF C/L HIGHWAY No. 43090 79 3.2' EAST OF GT POLE (GT 2453) 300' SCALE OF 3 SHEETS u7 responsible for assuming the accurac and KHALED A. OTHMAN DATE: � Ex 3/31/ � ' ' AS SHOWN PRECISE GRADING PLAN i P EAST OF PRODUCE STAND MIDWAY BETWEEN acceptability of the design hereon. Tn the event R.C.E. NO. 33950 ,ff �, � �� PREPARED BY: MICHAEL A. TY AN R.C.E. No. 4309 FILE N0. �„ of discrepancies,arising after county approval or EXP. DATE: 6- 2 9l 1 V 1 0�� EXP. DATE: 3-�-31-o P.P. 75580 AND P.P. 75581 ON LINE WITH OLD CP NUMBER LOTS 7 - 25 during construction,on, the private engineer shall be F OF C A�1F FENCE LINE RUNNING N. & S. SET FIBERGLASS 15-100455 O $ a responsible for determining an acceptable solution N DATE FOR: W.O. COUNTY and reviewing the plans for approval by the county, MARK BY DATE R E V I S 1 0 N S APPR. DATE Lvic MMENDED BY BOYLE ENGINEERING DATE: DATE: WITNESSPOST 1 SOUTH OF MONUMENT. REDHAWK FILE No. ENGINEER COUNTY d7 1 5.35 jjj C � r r 28` 1 r r � 1215.g ' 140.00 �" � f 27 PE61' 4r 2.6 1 1 �► 26 , r oa 2 59.93 { 1 0l 2: 1 1 "1 so , i ` 9 .20 "a) 06.5 FG 30 02.4 0 1 Dq 1 20 t � PE�1196.8 p' •9 a' • . 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" z N / -H �N 20.22 _ O 0 z -H o z u7 N LO +� N w w o " I 1 .0% N � I �, C14 :E Qq N �_ 98.8 +� o N a 1 .0% o _ r I O I IL o 1 .07 I o -H 02.4 +I 06.2 0 96.3 TS 96.6 TS 95.4 -H I .-- cv FL HP N o FL HP I o 1 FL HP I I FL--HP N 00.a �- �- �- TS I 03.7 TS I 07.5 TS I � N L101 .78 - r - _._ - - 130-.62...- _ ._ - . _. - 65.00 L t._ _._ - 60.000 - _- _ . 60.00 OF��a 1 TRACT BOUNDARY 2: 1 - f' ,) r' r 'I ��p G t� ��l I 0 Uj DIS ERT Pto�� 20 0 20 40 60 0 z DLAL TOLL FREE z R 0 2 2004 1"S0q-227-�260Q GRAPHIC SCALE t� 0 .: � AT LEAST TWO DAYS z BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 0 NOTE: 1 RBF 11-4-03 REVISED PLOT ING ALL LOTS SEAL-couNn SEAL-ENGINEER DRAWN U • COUNTY OF RIVERSIDE PLANNING ■ DESIGN . CONSTRUCTION BENCHMARK: T--1--81, ELEV. 1026.428 JE/JLF TRACT N�. 29734 2 IP -990185 SHEET NO. ?,-- WORK CONTAINED WITHIN THESE PLANS 2 RBF -25-0 REMOVED WALLS FROM LOTS 7, 8, & 24 In SHALL NOT COMMENCE UNTIL AN 3 RBF -22-0 REVISED BLDG LOCATION TO ELIMINATED DROP GARAGES T PORTATION DEPART T Q%ov SS10/p, 2 1/2" BRASS DISK IN CONC. CYLANDER 2.4 DESIGNED JE EDL L- 0 � p MILES SOUTHEAST ON HIGHWAY 79 FROM / COUNTY CSF RIVERSIDE 2 0 ENCROACHMENT PERMIT AND/OR A APPROVED BY �`� ���` Tye . ■ 27555 YNEZ ROAD,SUITE 400 0 INTERSECTION OF MAIN AND FRONT STREET IN CHECKED „ „ SCHEDULE A LO GRADING PERMIT HAS BEEN ISSUED. � � qz � TEMECULA,CALIFORNIA 92591-4679 MIT C C3 N S U LTI N G 909.676.8042 FAX 909.676.7240 ■ www.RBF.com TEMECULA 53.5 SOUTH OF C/L HIGHWAY The private engineer signing these plans is G, > responsible for assuming the accuracy and DATE: No.43090 79, 3.2' EAST OF GT POLE (GT 2453), 300 SCALE OF 3 . SHEETS acceptability of the design hereon. In the event Exp. 3/31/ AS SHOWN PRECISE GRADING PLAN Q PREPARED BY: MICHAEL A. YLMAN R.C.E. No. 43090 EAST OF PRODUCE STAND MIDWAY BETWEEN FILE NO. of discrepancies arising after county approval orB NUMBER `ff Cl�1 V 1�- ��� EXP. DATE: 3-31- P.P. 75580 AND P.P. 75581 ON LINE WITH OLD � during construction, the private engineer shall be qlF 0 l�a� � FENCE LINE RUNNING N. & S. SET FIBERGLASS 15�-100455 LOTS 7 - 13 AND 23 - 25 �K` responsible for determining an acceptable solution DATE: I S DATE FOR: W.O. COUNTY MARK BY DATE APPR. DATE W TNES POST 1 SOUTH OF MONUMENT. REDHAWK FILE No. and reviewing the plans for approval by the county. 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'� \v�Q p I O o p y J\E \ CP CPO W N , �- 1 .0% 14. 1 I 16.6 90' - p�a'�' ,`�t r.�:M : '�Vx,� w DIG I I FL HP TSP`�ct�` ��J,i�,� � �S 14.68' 6000 60.00 6.00 - 20 0 20 p40 60 CD - - - --- - - - - - - w - - z �y DIAL TOLL FREE _ ' • Q 1-800-227--2600 1210 .� GRAPHIC SCALE � � 02. 2V AT LEAST"fW�O DAY$ RI.A\- Cr z BEFORE YOU DIG 1205 ¢ . i 0 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • 1 RBF 1-4-03 REVISED PLOT - ALL LOTS SEAL-�COUNW SEAL-ENGINEER PRAWN TRACT NO 29734 2 TP -990185 U NOTE. COUNTY OF RIVERSIDE PLANNING ■ DESION ■ CONSTRUCTION BENCHMARK: T-1-81, ELEV. 1026.428 JE/JLF SHEET NO. LO WORK CONTAINED WITHIN THESE PLANS 2 RBF 2-25-04 REMOVED WALLS FROM LOTS 7, 8, & 24 T PORTATION DEPART T p� SSJp 2 1/2" BRASS DISK IN CONC. CYLANDER 2.4 DESIGNED SHALL NOT COMMENCE UNTIL AN 3 RBF -22-0 REVISED BLDG LOCATION TO ELIMINATED DROP GARAGES Q� N9 JE/EDL COUNTY QF RIVERSIDE 3 0 APPROVED BY O MILES SOUTHEAST ON HIGHWAY 79 FROM o ENCROACHMENT PERMIT AND/ORA ��`� ���,� A Tr �y 27555YNE�ROAD,suITE aoa INTERSECTION OF MAIN AND FRONT STREET IN CHECKED n n GRADING PERMIT HAS BEEN ISSUED, TEMECULA,CALIFORNIA 92591-4679 MAT SCHEDULE A •- The private engineer s i gn i n these I ans i s C D N S U LTI N G 909.676.8042 ° FAX 909.676.7240 ■ www.RBF.com TEMECULA, 53.5 SOUTH OF C/L HIGHWAY g p w No.43090 � 79, 3.2 EAST OF GT POLE GT 2453), 300 SCALE responsible for assuming the accuracy and KHALED A. OTHMAN DATE: AS SHOWN PRECIOF 3 SHEETS ¢ SE GRADING PLAN a acceptab i I i ty of the design hereon. In the event R.C.E. NO. 33950 Exp. 3/31/0& PREPARED BY: MICHAEL A. TYLMAN R.C.E. N0. 43090 EAST OF PRODUCE STAND MIDWAY BETWEEN FILE N0. ❑ p g y pp EXP. DATE. 6-- 2 sr C j V l� EXP. DAT 3--31-4 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD JOB NUMBER LOTS 14 22 15-100455 o discrepancies construction, i es ar i s i n after count e approval or 9 I o�� � FENCE LINE RUNNING N. & S. SET FIBERGLASS F 1FUNTY = during construction, the private engineer shall be p ` , DATE FOR: W.O.w.o. responsible for determining an acceptable solution F C A DATE: WITNESSPOST 1 SOUTH OF MONUMENT. REDHAWK FILE No. and reviewing the plans for approval by the county• MARK N DATE R E V I S 1 0 N S APPR. DATE MMENDED BY BOYLE ENGINEERING DATE: ENGINEER COUNTY