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HomeMy WebLinkAboutTract Map 29734 Lot 1-6, 26-33, 39-43 Precise Grading GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. TEMECULA CREEK 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% 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 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 NORTH OF ALL FILL SLOPES OVER 5' HIGH. IVE A L 1 0 R N I A . 5 ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OFA " COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL PROJECT COMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP. SITE 6. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE I 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 INCLUDE LINE, GRADE, ELEVATION AND LOCATION of CUT/FILL SLOPES. Imam VIC INITY MAP 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP CUT OF SLOPE. NOT To SCALE t TOWNSH I P -JL SOUTH RANGE .,,.Z_ WEST SECT I ON _21 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH ` �- LEGEND RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION �.. .,..�,. •.--� �"" -M. BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE ' 37 STORM DRAIN S.D. ACCESS RAMP FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING 2 LOW POINT L.P. AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATioN LOT NUMBER� 1 DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS � TOP ofSLOPE T.S. INDICATES LOT NUMBER 32 BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS of THE GRADE BREAK G.B. SITE INVESTIGATION REPORT. INDICATES UNIT TYPE 1L LANDSCAPE DEVELOPMENT L.D.Z. 4I 3 (L-LEFT GARAGE; R=RIGHT GARAGE) 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY ' 49 40 39 38 RIGHT 017' WAY R/W INDICATES FINISH FLOOR ELEVATION FF-1173.0 DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOTEDGE of PAVEMENT E.o.P. INDICATES PAD ELEVATION PE=1172.5 1 J 1 � GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR To BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. WATER BLOW-OFF3 00 s 05 TOP OF CURB 0000. THIS LOT REQUIRES A BACKWATER VALVE 11 . CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT4 T.C. PER SECT. 409 OF U.P.C. PER APPROVED B W AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL 11 FLOW LINE F.L. WATER AND SEWER PLANS. ( SEE INDEX MAP ) HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO 1 ,Z HIGH POINT H.P. TRACT BOUNDARY PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ......... ,, - - ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL 13 OF FINAL INSPECTION. FINISHED GRADE F.G. EXISTING CONTOUR (1430)--' ' - 1 5 R , t FINISHED SURFACE F.S. STORM DRAIN & CATCH BASIN 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND 1 f HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHERj GARAGE FLOOR GF 0000.0 2: 1 SLOPE DELETERIOUS MATERIAL. j r 26CUT-FILL 270000.0 - -t�- - --��- - FINISHED FLOOR FF 0000 0 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE ! 6 23 PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE �D / �� o WATER SERVICE W AIR RELEASE VALVE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT FIRE HYDRANT OF FILL MATERIAL. � SEWER SERVICE S v�. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION INDICATES AMOUNT OF O DRIVEWAY OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE EXTRA DEPTH FOOTING CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND CONSTRUCTION NOTES & QUANTITY ESTIMATE STREET LIGHT DAMAGE TO ADJACENT PROPERTIES. SLOPE II EXTRA DEPTH FOOTING NO. QUANTITY UNIT -- 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED 1 LOT GRADING (20 LOTS x 50 C.Y. 1000 CY METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-10) . 0 ) 60 0 60 120 180 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST E CONTINUE To FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE GRAD I NG NOTES ( CONT. MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH INDEX MAP GRAPHIC SCALE ADJOINING PROPERTIES DURING GRADING OPERATIONS. ,. 38' 40' 40' 40' ROSEA ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED 0 17. STABILITY CALCULAT I ONS WITH A FACTOR OF AT LEAST ONE AND FIVE GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION ENGINEER'S N TICE TO CONTRA C TORS � TO GROUND COVER, SHALL BE PLANTED WITH APPROVED 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 H PLAN 1 PLAN 2 PLAN 3 BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER � PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR�K KNOWLEDGE, o PLAN 4 � PLANTED AT 10 ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, ;�, 30' i N VERTICAL HEIGHT. 15' ON CENTERS. SLOPES OVER 4' i N VERTICAL HEIGHT SHALL HAVE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 12" MIN. ABOVE PAD ELEV: � in TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR co LO Q 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 �n DEVICES PER U.P.C. CHAPTER 10.R. TO THESE LINES OR STRUCTURES. ROUND OFF TOP e SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHEREP/L SPECIFIC ELEVATIONS ARE REQU I RED. THE ELEVATION (WITH CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION o RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. I F AN ELEVATION 25. CONSTRUCTION OF DETENT I oN BASIN, CONCRETE CHANNEL AND PERIMETER PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE 4' MIN. BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. TYPICAL OVERALL FOOTPRINT DIMENSIONS WITH RESPECT To ADJACENT GROUND SURFACE IS REQU I RED, THE APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 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 PAD FLEW►. �.1'IIIN. M A n 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTER I oR WALLS STRUCTURES ARE IN PLACE PRIOR To COMPLETION of THE PROPOSED REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. F0)STREET IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS AT NOT LESS THAN 1/2" PER Fool FOR A MINIMUM of 3 FEET. � �- i 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLU11ON PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE SECTION A -� A \-L W 21 . "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES i MPLEMENTED UPON C©MMENCEMENT of PROPOSED GRAD i NG. THE SWPPP FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. z z SHALL BE PERMITTED" CAUTION: THE ENGINEER PREPARING THESE PLA WILL NOT RESPONSIBLE A �- _ • SHALL ADHERE TO CURRENT NPDES GUIDELINES. CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BERN OR AND MUSTBEAPPROVED FOR REAR�YARD SLOPES GREATER �� � BY THE PREPARER OF THESE "PLANS". THAN 5 I N VERTICAL HEIGHT ��� `�"'J �oci�� 15,rn. 15,TV. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED I N THE BASIS OF BEAR I NG: L0 FIELD FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. o 4s p �� �� (OCT B 5, 5, g (�T C 5, C N THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS"TRAK" 5' MIN. VAR. P/L 5' MiN. VAR. 5' MIN.VAR. P/L 4�� �� �.��� 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT AND "MATH" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS 6 MIN. t 1 6 MIN. 3' MIN. 2' '�.� ` ��' ' ��' �0� MIN MIN ��) MIN 10 To THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION SHOWN ON THE MAP FILED IN BOOK 102. PAGES 50 THROUGH 65 of RECORDS of 3 MIN. 1 1 3 MiN. MUDSILL VAR. * Gd���`��� � i�ti ��J` cP OF COMPLETION of FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE of THE COUNTY RECORDER of RIVERSIDE MUDSILL VAR. * * VAR. MUDSILL 6" MIN. p�J���o� �y 0 , �o o .PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEING N 52049`02.84" E. JL z 2� ENGINEERS NOTE: OWNEROIL ENLEGALw d S S ENGINEER DESCRIPTION �. I •� PER '�°,, ',� � '� �' W R tir �y U DIVA ERT " 12 MIN. PE THE PRIVATE ENGINEER SIGNING THESE PLANS I5 CENTEX HOMES PETRA GEOTECHNICAL A PORTION OF PARCEL 22 - PARCEL 12 MIN. 12 MIN. PIAN Q Q �(- w RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN WgRDLOW CIRCLE, SUITE 150 27620 COMMERCE CENTER DR. MAP 27387 o ? a bjAl, TOLL F]BE AND ACCEPTABILITY OF THE WORK HEREON. I N THE ** *2� MIN. 6 MIN. 4AN CORONA,CA. 91720 SUITE 103 2% MIN. 2. 1 MAX MAX. fi TYP. **2X MIN. P s�Mpk z M, o ca 1-8oq-227-2600 EVENT of DISCREPANCIES ARISING AFTER COUNTY TEL 909.279.4000 TEMECULA, CA 92590-5661 20% MAX. MIN. 209 MAX. 20% MAX. 2: 1 MAX. SIDEWALK Q APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909.273.2100 (909) 699-6193 * - UNLESS OTHERWISE NOTED * - UNLESS OTHERWISE NOTED < ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING ** _ 1 x <= AT LEAST TWO DAYS AN ACCEPTABLE SOLUTION AND REVISING THE PLANS (909) 699-6197 FAX /2 PER FOOT FOR FIRST BEFORE YOU DIG ** - 1/2 PER FOOT FOR FIRST cuR6 w � � � � 3 FT .AWAY FROM BUILDING 3 FT.AWAY FROM BUILDING � � � %✓ FOR APPROVAL BY THE COUNTY. DISTANCE FROM RIGHT of WAY To THE GARAGE CORNER z UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SECTION B -" B SECTION C '"- C MEASURED PERPENDICULAR TO THE PROPERTY LINE. ¢J NOTE: RBF 1-4-o REVISED PLOT - ALL LOTS SEAL-COUNTY COUNTY OF RIVERSIDE SEAT.-ENGINEER p � DRAWN TRACT N�.29734-1 IP -- � RBF 3-•9-04 REVISED BLDG LOCATION TO ELIMINATED DROP GARAGES PLANNING ■ DE91DN ■ CONSTRUCTION BENCHMARK. T--'1-81, ELEV. 1026.428 ,ALF SHEET NO. < WORK CONTAINED WITHIN THESE PLANS pFESSIp TRANSPORTATION DEPARTMENT �OfESSIp 2 1/2" BRASS DISK IN CONC. CYLANDER 2.4 DESIGNED SHALL NOT COMMENCE UNTIL AN Q� Nq! Q N9� / �n O o MILES SOUTHEAST ON HIGHWAY 79 FROM EDL COUNTY OFRIVERSIDE 1 ENCROACHMENT PERMIT AND/OR A �, �c�p A. of �, APPROVED BY Q� �F.�- jr c` 27555 YNEZ ROAD SUITE 400 GRADING PERMIT HAS BEEN ISSUED. �� ti� �`� �� !� ■ ■ ■ INTERSECTION OF MAIN AND FRONT STREET IN CHECKED „ y .� 9� TEMECULA,CALIFORNIA 92591-4679 TEMECULAC-D , 53.5' SOUTH OF C/L HIGHWAY MAT SCHEDULE A 0 The private engineer signing these plans i s � r-, C 0 N S U LTI N G 909.676.8042 • FAX 909.676]240 ° www.FIBF.com No.33950 ►� w No.43090 79, 3.2' EAST OF GT POLE (GT 2453), 300' SCALE AS SHOWN PRECISE GRADING PLAN OF__A_SHEETS LO responsible for assuming the accuracy and KHALED A. OTHMAN DATE: acceptability i I i t of the design n hereon. In the event Exp. 6/30/02 Exp. 3/31/9. } PREPARED BY: MICHAE TYLMAN R.C.E. No. 43090 EAST OF PRODUCE STAND MIDWAY BETWEEN ¢ P y g � x} R.C.E. N0. 33950 FELE NO. � of discrepancies arising after county approval or «r �� EXP. DATE: 6-30-02 s OB NUMBER during construction, the private engineer shall be �9 CI V I�- �9 CIV 1�- �� EXP. DAT • 3--31- P.P. 75580 AND P.P. 75581 ON LINE WITH OLD LOTS 1 - Ot 26 - 33v 37 AND 39 - 43 ¢ 15-100455 responsible for determining an acceptable solution tF OF C�`1�a lF 4F C A`�c�o FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE FOR: W. COUNTY and reviewing the plans far approval by the county. MARK 6Y DATE R E V I S I 0 N S APPF2. DATE RECOMMENDED BY BOYLE ENGINEERING DATE: DATE: WITNESSPOST 1 SOUTH OF MONUMENT. REDHAWK FILE No. ENGINEER COUNTY • 1 ' 1 28 54 1 ,. 104.03 "� :CO) ° MSN cD 1 4g'� 1W 1 .0 0.5 TF °' INO15J 22 1 22.5 SAN !� �' h° �- F1- G8 23.2 A29.5 FL N pD, 1 23.2 FG 00 Do FG 0 1 1 .6j,Q\\ 11 09. FG 14.12 o�., �o � `'o �AD 11 .96 35. 16 2p •oo u, / 2R MIN 54. 11 ' 48.02 ss' , 18'84 �13/ 25' FF 1223.87 co 1 1 �0 1 T, P�= 223.2 1 31 .2 TW 1 , t 22.5 ;F 20.2 11 W 23.2 22 3p 2 F1- 1 FG a0 FS N 23.2 6 4' LO d; N 6 , 21 3 FG LO r. rn 30, FS 22 2 FL GB1. 20.6 TS to . J 25.4 T -- --- f 'n 1 Z 1 0% 3.39' 1 �- 0 30' 1 1 1 18.0 TF -- -- z8.4 � 20' 1 22.6 FL 6 1 \ 20 J � 2 N J r� 19.4 n 1 1 1 1 J 1 :07o FL HP ao LA o z 1 TC 1 J 5' cv 27. 1 19.6 13j 9' FL HP 1 .07 3G 1 1 z FG 19.6 PG J 1 o PE=1226.6 1 o z 1 1 1 0 4R o I . PE=1214.2 CV FF=9220.2 7 "~ ® 9 .59 1 1 a� co27.4 27 38 , PE=9298.6 ,ri n FG 39. 4 I •89 = i• ►-{ 2R FG PEM 1230.2 LA11 1 1 . V J I Ju7 FF=1228.07 o I 1 1 ` 19.5 PE=1227.4 MODEL FGY. 5> (0J z:l j 1 1 00 26.5 26.2 FL GB 1 GF=1219.6 �-. I PE=1230.0 � � 1 .51 ' 27.4 l ,5 19.5 27.4 FG � � oo I h• ,5�' 12 cb FG FG LO� GF=1227.4 ^5� MO ELS 13.93 � , ,y> N 'f7 "Q co �° IV rn r r c� '� >>> '6' Rn o cn i a ^ate ® 1 � . yn AD 41 '� S `9.43 � \ •�� N� N � 09 °p0 0ft S8' ��`" 19 • S 9p 2 j s 1 2. 14' wo= o W s 1 1 �0 S W w 28 � Co�� �. ?) 12r ' 19 ' RA Is S 1 0 r � 0 '9� W 1 N � 34 1 W S PE=A 1230.0 1 E 1 � C�. W W S W S �� r'o. 4 r� .86, cy S .. -- s o .33' 7.87_n N 4.97' 22.44' 17.37 C6Lr)a 0o j 52.3 .� 27 .29 J Lt) p n •s .� i 1 O ' N v • N os `V v CV O ' O12.99 c21. 1 oo � 6 21.0 FG ! , oo ., =1229.3 �, 29.0 � Ca •o$ 1 L� 11 as 29.3 co FL HP �cA GFS 1221. 1 12.4 33 f m o 2 cn F=1226.2 N) FG W 12' GF=1230.3 •� 3R ti 1 t� CD r- C7 ► �1 + , 26.2 7 r 30.3 ti c 76 ❑ Q Q co 29.3 c, ' 8' FG 30.3 FF=1230.57 O 1 N FG co FG °� G PE-1230.o �� ��' 1 pry° v 28 r- 0 29 2 `^ Ci o 7 4 iv 8, '* a FL GB �. PE=1214.5 �9 N / ( 03 8 1 Q 2 ca : 26.2 9 .F 8 c7 31 �� •p- "-' F'F= N FG4 p rn tel- Ql PE'922 1.77 32 21. 1 9, 1 »-� :� 30 FF=1229.97 ,� ?�f b, w 21 o 3 o PE=1229.3 �; .� `+'� •�FG / J Q, �� FG 1 p J 0 z o FF=1230.97 1Dc ��• 'S� '1 LL "o w FF=122fi.87 � ,., 29.3 PE-1230.3 © O . . ►-. z PE=1226. 29.3 1' / �• 1 / N 7' z 7' FG FG 30.3 - / / -� 1 �q 26.2 26.2 N = 30.3 rn ®� o 0 2 FG FG / / 20 0 20 40 60 FG 12.4 z / 20.g FG � .0% 0 0 d- F ®� N \11'�, -Oxo MP z 29. 1 N s� � / / / / � GRAPHIC SCALE 2z 2 F y 1 .0� FL HP Cn � 1 .0� 1 .0% .. •��J ,� / i 0 1 TS 2 9 �� .A, .H 1 0� 30.0 6 w 2� ;_ 25.9 C4 +1 FL HP / �,r° S�pE V) FIL HP 00 ERT s2. C� / / p p �a�ny�� z STA L TOLL FEE 27.2 TS 30.3 TS 31 .3 TS / �� �,o` �k�ae `�,�rj�OL o 1-•8QQ--227�'Z6QQ 60. 16 / NO R���� 'd ".\Q<c,°� ',\ 1 o� �� 4�;e ,as nn15.30 \7 121 .33' / APR Q �QV AT I EM MO DAYS 138.80' � �` P�p`c.t��� w aCz r 7' e w � Cpl ..rte f ne�('(1 �,./;,1 J�,rY_ r BEFORE YOU DIG -- _._ 42.6 r +� � 5x) J UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA q 1 RBF 1-4--03 REVISED PILOTING - ALL LOTS SEAL-COUNTY SEAL-ENGINEER DRAWN _ NOTE. COUNTY OF RIVERSIDE PLANNING ■ DESION ■ CONSTRUCTION BENCHMARK: T-1-81, ELEV. 1026.428 JE/JLF TRACT N0. 29734 1 IP -990185 SHEET NO. WORK CONTAINED WITHIN THESE PLANS 2 RBF 3-9-04 REVISED BLDG LOCATION TO ELIMINATED DROP GARAGES LO T PORTATION DEPART T �OFESSIp�' 2 1/2" BRASS DISK IN CNC. CYLANDER 2.4 DESIGNED 0 COUNTY OF RIVERSIDE 2 towt SHALL NOT COMMENCE UNTIL AN �� MILES SOUTHEAST ON HIGHWAY 79 FROM JE/EDL a ENCROACHMENT PERMIT AND/OR A APPROVED BY ��� ��� V e 27555 YNEZ ROAD,SUITE 400 0 GRADING PERMIT HAS BEEN ISSUED. �`� ��9 TEMECULA,CALIFORNIA 92591-4679 INTERSECTION OF MAIN AND FRONT STREET IN CHECKED MAIT SCHEDULE " A L �, z TEMECULA, 53.5 SOUTH OF C/L HIGHWAY The private engineer signing these plans i s `.' No.43090 C©N S U LTI N G 909.676.8042 • FAX909.6761240 a www.RBF.com OF 3 SHEETS 79, 3.2 EAST OF GT POLE (GT 2453), 300 SCALE AS SHOWN PRECISE GRADING PLAN �- responsible for assuming the accuracy and DATE: CalExp. 3/31/ acceptability of the design hereon, In the event PREPARED BY: MICHAEL TYLMAN R.C.E. N0. 43090 EAST OF PRODUCE STAND MIDWAY BETWEEN FILE NO. Q of discrepancies,arising after county approval or `ff I Y 1� ��� EXP. DATE: --31- P.P. 75580 AND P.P. 75581 ON LINE WITH OLD OB NUMBER LOTS 29 - 3% S7 39 AND 40 °- 4' FENCE LINE RUNNING N. & S. SET FIBERGLASS 15-100455 � during construction, the private engineer shall be qlF OF A`��o DATE W.O. COUNTY _ andresponsible rev i b I e for determining an acceptable solution MARK BY DATE APPR. DATE DATE: c� WITNESSPOST 1 SOUTH OF MONUMENT. FOR: REDHAWK FILE No. and reviewing the plans for approval by the county. R E V I S 1 0 N S MMENDED DATE: ENGINEER COUNTY 9 Ad �pjjjjjliljjjjj D1 A4AS 29.9 4' ..,..,. 27. LO oo os \o ,, FZ"�0• cv T fir-9 ... 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T-1�-81, ELEV. 1026.428 JE/JLF TRACT NO. 29734 1 IP 990185 SHEET N 0. WORK CONTAINED WITHIN THESE PLANS z RBF 3-9-04 REVISED BLDG LOCATION TO ELIMINATED DROP GARAGES T PORTATION DEPART T pfESSIp 2 1 2" BRASS DISK IN CONC. CYLANDER to Q� N9� � 2 4 DESIGNED JE/EDL ¢ LID SHALL NOT COMMENCE UNTIL AN p MILES SOUTHEAST ON HIGHWAY 79 FROM COUNTY 4F RIVERSIDE a 3 ENCROACHMENT PERMIT AND/ORA APPROVED BY ��, � A. j� � 27555YNEZ ROAD,SUITE 40D 0 GRADING PERMIT HAS BEEN ISSUED. ` y ■ ■ ■ INTERSECTION OF MAIN AND FRONT STREET IN CHECKED MIT SCHEDULE " A " �' �y TEMECULA,CALIFORNIA 92591-4679 TE M E C U L A, 5 3.5' SOUTH 0 F C./L HIGHWAY r- The private engineer signing these plans i s C 0 N S U LTI N G 909.676.8042 • FAX 909.676.7240 ■ www.RBF.corn responsible for assuming the accur ac and DATE: J No.43090 r 79, 3.2' EAST OF GT POLE (GT 2453), 300' SCALE 017--l-SHEETS ¢ AS SHOWN PRECISE GRADING PLANa Exp. 3/31/ PREPARED BY: MICHAEL A. YLMAN R.C.E. N0. 43090 FILE N0. acceptability of the design hereon. Tn the event �x � EAST OF PRODUCE STAND MIDWAY BETWEEN o of discrepancies arising after county approval or �� CIV 1�- ti� EXP. DATE: 3- 1- P.P. 75580 AND P.P. 75581 ON LINE WITH OLD OB NUMBER during construction, the private engineer shall be 9lF � 15-100455 LOTS 1 - 426 - 281 AND 41 - 43 �F A��F FENCE LINE RUNNING N. & S. SET FIBERGLASS responsible for determining an acceptable solution d611 HATE 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 DATE: �� WITNESSPOST 1 SOUTH. OF MONUMENT. REDHAWK FILE No. ENGINEER COUNTY MMENDED DATE: