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HomeMy WebLinkAboutLot 212-217, 264-270 Precise Grading PRECISE GRADING NOTESGRADING PLANS 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. . 'Al ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% TEMECULA CREEK IF CUT OR FILL IS LESS THAN 10 , 2% IF CUT OR FILL IS GREATER RAC NON 23065 THAN 10' . DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND \I� BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. I A 3. MAXIMUM CUT AND FILL SLOPE = 2: 1 . INAL PFIASE 4. 0 � PR VIDE 5 WIDE BY 1 HIGH BERM ORE EQUIVALENT ALONG T TOP ver QU L HE OF ALL FILL SLOPES OVER 5' HIGH. 0 5. ALL GRADING SHALL BE DONE UNDER T RVCOUNTYRIVSIDE , CALI ' !-� SUPERVISION S I ON OFA ORNIA 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. 1 �� � 9� `�� 6. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE PROJECT�Q�� _ BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF SITE ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO � REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. HALL 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. 267 265 264 TOWNSHIP ...B. SOUTH RANGE _.2... WEST SECTION 28 . 268 zss 9 ALL GRADING SHALL BE DONE IN CONFORMANCE WITH69 RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATIONLEGEND BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE 270 STORM DRAINSD. -- ACCESS RAMP . FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING LOW POINT - - -- L_ .P- AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION LOT NUMBER DESIGN RECOMMENDAT I ONS AND CERTIFICATION THAT GRADING HAS I T OF" OF SLOPE- - -- ---- --- T .S. BEEN DONE IN CONFORMANCE WITH THE RECOMMENDAT I ONS OF THE GRADE 13RF:"AK - ----- G.B. INDICATES LOT NUMBER 32 SITE INVESTIGATION REPORT. INDICATES UNIT TYPE 1L EIFL ANU`.�CAr'f=- DEVEL..OPMENT -- -- L .D.Z. (L- FT T GARAGE; R=RIGHT GARAGE) 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY H 2 RIGHT o WAY - ------ -- ---- R/W INDICATES FINISH FLOOR ELEVATION FF-1173.0 DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT E DGF- OF PAVEMENT --- --- E .O.P. INDICATES PAD ELEVATION - - PE=1172.3 GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED ■ PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. WATER E3l_Ow-OFF- �� 0000.00 0IIII TOP OF CURB --- _ -_-_ _...-.._-_.__.- THIS LOT REQUIRES A BACKWATER VALVE 11 . CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT -- PUFFIN STREET T.C. � F L OW L. INF F L PER SECT. 409 OF' U.P.C . PER APPROVED AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL ---� - -- -- HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO WATER AND SEWER PLANS. ( SEE INDEX MAP ) � � � ■ HIGH I�f l f'O I NT --� ----•-�-�----��-----�---_-- H.P. TRACT BOUNDARY ARY PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN C B ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL IF.G. EXISTING CONTOUR C 14 I N i�F If:D E.: �-�--- 3 Q)---� OF F I NAL INSPECTION. F GRAD _" -_ _ .___.__ 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND -1? F I N I`)I iF-:D SuRF ACE F.S. STORM DRAIN & CATCH BASIN �- HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER 2: 1 SLOPE DELETERIOUS MATERIAL. GAPAGE F[,OOR - _�_.___.�_-_._..__-�_ GF 0000.0 T13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE I I N I S�iI:[:� F I_oOR - ----- - ---- FF 0000.0 CUT-FI L L PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM � 216 2S NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE WAT[ R c;FRV I CE yy AIR RELEASE VALVE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT 212 Z E_RV I CE - - ----- 1211 FIRE HYDRANT -- -- OF FILL MATERIAL. >[ WF 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION I I ND'C A T F-S AMOUNT OF __ _ O DRIVEWAY -- - --- ---- ----- OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE 40 0 40 80 120 EXTRA DE:PI.HFOOTING CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND I STREET LIGHT ---- ----- - -- --- DAMAGE TO ADJACENT PROPERTIES. -� Gi�Af_F11 L SCALE I EXTRA DEPTH FOOTING - r- 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED ,n ' METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-10) . INDEX MAP 35� 35o----- 3535' 35' 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST GRADING NOTES (QONT . 35" CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE CONSTRUCTION NOTES & QUANTITY ESTIMATE a r- MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH PLAN PLAN 3 PLAN 4 PLAN 5 PLAN S LO ADJOINING PROPERTIES DURING GRADING OPERATIONS. NO. QUANTITY UNIT - I%) ROSEA ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED ---- _- _ _____.___._ _ _ r. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION U1 LOT GRADING ( 13 LOTS x 50 C.Y. ) 650 CY 1 TO GROUND COVER, SHALL BE PLANTED WITH APPROVED � w TENTH ( 1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE1 BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE ENGINEER' H T/CET CONTRA CTDR --- __ L 30' I N VERTICAL HEIGHT. PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE 117:1 � 15 ON CENTERS. SLOPE'S OVER 4 IN VERTICAL HEIGHT SHALL HAVE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, 18. A REGISTERED CIVIL ENG I NEER OR LICENSED LAND SURVEYOR SHALL PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 12" MIN. ABOVE PAD ELEV. TYPICAL OVERALL FOOTPRINT DIMENSIONS �' SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE DEVICES PER U.P.C. CHAPTER 10.R. TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE ROUND OFF TOP SCALE 1" = 40 SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH 25. CONSTRUCTION OF DETENTION BASIN, CONCRETE CHANNEL AND PERIMETER TO THESE LINES OR STRUCTURES. P/L RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 4' MIN. w WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THEAPPROPR IATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE --ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. HIGH PON N FROM INSTALLED FACILITIES TO PERI METER STREETS UNTIL CURB OUTLET INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY - -� PAD E>TY -0 'MIN 0 20, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS STRUCTURES ARE I N PLACE PRIOR TO COMPLETION OF THE PROPOSED AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO „ STREET IMPROVEMENTS. DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, �: II I �! AT NOT LESS THAN 1/2 PER FOOT FOR A MINIMUM OF 3 FEET. REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE F K i1 + + civ 0 WOR ON THIS PROJECT. 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE 21 . "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS _ �p� � ��� be z SHALL BE PERMITTED" . IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE SECTION A A � ti° ok. N NM. SHALL ADHERE TO CURRENT NPDES GUI DELI NES. FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. ��' �� }�a�� � - -- A FOR REAR YARD SLOPES GREATER Q-�p��'C� � ; Go 11, ,�\"c"- - - - -'- - ZA _.._.._. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE CAUTION:ON: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED 4 '� o °y��o15 TYP '' t5' T1� BASIS OF BEARING: ■ ■ THAN 5' I N VERT I CAL HEIGHT �► .o ',(� 1 I 1 w FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED ,fil �, o� �� a BY THE PREPARER OF THESE PLANS . THE BEARINGS FOR THIS SURVEY , Q��� gr������� d (E><cE>'I B 5. 5. B (Fx�T J E ARE BASED ON THE LINE BETWEEN STAT I ONS TRAK P L G� qPQ� J�. �b a�n o&�J MIN M i N MIN IMIN AND "MATH" (POS I T I ONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS " 5' MIN. VAR. �L5' MIN. VAR. " / ��J�L QQ Quo i°a�a�m�,��o I NOS)23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT P No>Fn) J z TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION 6 MIN. -- - 6 MIN. 5_ MIN. VAR - Q aQo �r w - 3' MIN. 1 ' 3�.WIN. PQ ���'� � � ------ o 0 MAP FILED► IN BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF - 3 MIN. 2 - OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE MUDSILL VAR. � l �g �- i �- MUDS I LL VAR. * * VAR. MUDSILL LL _.__ __� 6 MIN. co '�'g' - ;z PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEING N 52-49'02.84- E. __ ._-.._____ �_ ,� __... __ _-._ __-____.___-. -_ PQ4� �o;��$� z ;M :z o QQ' ENGINEERS NOTE OWNER 80RsENGINEER LEGAL- DESCRIPTION DIGS-ERT . . .� �_--N THE PRIVATE ENGINEER SIGNING TI-ESE PLANS I S CENTEX HOMES PETRA GEOTECHN I CAL A PORTION OF PARCEL 22 - PARCEL _-- - -- �12" M I N. PPCR _ �, cJ RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 12" MIN. 12' MIN. i z QI WARDLOW CIRCLE, 5U I TE 150 27620 COMMERCE CENTER DR. MAP 27387 T PLAN a , I. �, •�- o,. DIAL j,j,�� AND ACCEPTABILITY of THE WORK HEREON. IN THE --��--.. . 2% MIN. 6 MIN. �_ Q�N MAx � d MAx CORONA,CA.CA. 91720 SU I TE 103 4.2% TO 3' " - ''� 5z - 5z c,a EVENT OF DISCREPANCIES ARISING AFTER COUNTY TEL 909.279.4000 TEMECULA CA 92590-5661 THENCE 2% MIN 2: 1 MAX. 6" TYP. 2% MIN. -. - --- - o 1-�-g00-227-2600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909.273.2100 ------_._�_.__._.._. -_ -__-- 20% MAX. 2 _1• MAX. s i D�wALK- ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING (9�) fi99--6193 20% MAX. MIN. 20% MAX. - O AT LEAST TWO DAYS AN ACCEPTABLE SOLUTION AND REVISING THE PLANS (909) 699--6197 FAX * - UNLESS OTHERWISE NOTED * - UNLESS OTHERWISE NOTED CURB BEFORE YOU DIG FOR APPROVAL BY THE COUNTY. DISTANCE FROM RIGHT OF WAY TO THE GARAGE CORNER � z UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SEC71ON B - B SECTION C ""' MEASURED PERPENDICULAR TO THE PROPERTY LINE. NOIE41v + _ - �- SEAL-COUNTY COUNTY of RIVERSIDE SEAL-ENGINEER + DRAWN TRACT NO . 23065- FINAL PHASE IP - PL/►f�ININO . DE®�©N ■ CONSTRUCTION BENCHMARK. T-1 81, ELEV. 1026.478 JLF/JE SHEET NO. Q WORK CONTAINED WITHIN THESE PLANS T PORTATION DEPART T ��s -^��^� - •-�"•� _-._..__.. SHALL NOT COMMENCE UNTIL_ AN - - �wc S/0* 2 1/2" BRASS DISK IN CONC. CYLINDER 2.4 FSIGNFD ENCROACHMENT PERMIT AND OR A APPROVED BY o MILF_S SOUTHEAST ON HIGHWAY 79 FROM EL JG COUNTY OF RIVERSIDE LO ul GRADING PERMIT HAS BEEN U �,.��" ;� � jy� �y 27555 YNEZ ROAD, SurT1= 400 INTERSECTION OF MAIN AND FRONT STREET IN CHECKED _- o¢ ISSUED. TEMECULA CALIFORNIA 92591-4679 SCFpULE A �, -- � 's TEMECUL.A, 53.5' SOUTH OF C/l_ HIGHWAY MAT The private engineer signing these plans i s _ � ., CON 3 U LTI N G so�s7e.aoa2 ■ FAX 909.fi767240 + www RBF com No. 43090 r-' 79, 3.2' EAST OF- GT POLE (GT 245:3), 300' SCALE _ 0F_2__SHEETS � responsible far assuming the accuracy and KHALED A. OTHMAN DATE: zt, AS ;►+OWN PRECISE GRADING PLAN -- ---- - i acceptabi I ity of the design hereon. In the event R.C.E. N0. 33950 Exp 3/31/04 PREPARED B MICHAEL A. MAN -W R.C.E. NO. v 4 a9 F_.AST OF- PRODUCE STAND MIDWAY 13F rWEI-Na of discrepancies arising after county approval or EXP. DATE: 6- ,s --- +OB NUMBER FILE N0. dur i n construction, the private vat.e en +neer sha l I be �� EXP. DATE: 3-- 1- 04 P.P. 75580 AND P.P. 7. 581 ON LINT= WITH OL[.) LOT$ 212-217 $ 2a4-270 Q f'7 C/ V �� X 44 15-100455 responsible for determining Pan acceptable solution - � � - �l - FENCE LINE RUNNING N. � S. SET FIEF-.RGI ASS, ._.___ _______.___.__ .__ _ _____.__.____ ___.___.�__ �__.________._ a tuIARK BY DATE APPR. gATE -- �. C I� f)A TE FOR: _ W.0. COUNTY and reviewing the plans for approval by the county ENGINEER R E V S I O N SLLe.5mm ENDED BY BOYLE ENGINEERING DATE: DATF: d WITNESSPOST 1 SOUTH OF MONUMENT. REDHAWK COUNTYFILE NO. 03.45 TC 3g 13, _ g • 8 ` 4 .32' 29.00 _ 48. 19►_ 58. 11 5.51 26.79' 01 .22 19 '25 r TC _ FG 92• i N FG I M 00z - - to _ - 91 .4 I I Z II FG II CD 00 Q r -o _ -- _ _ - -- -i W I I - I 0 N _ -- - 4 F z 89 8 z I N I 1 °v$ , FG M �I I co G I L 1 c� N r- 6 z I I b 1 _ 88- ao ao FG qr cn I 9 co w N �' 87.4 Q, rl) cd �� I � I • 5 I \ _ 6.51 I o !z I I F��� o I o n .) 16.4 ' 90 5' r M 5' I 13. 3f5Z6 fz � .9 90.9 I N°° k� I . I7 FG FG I z 91 .4 91 . �. 96.78 .-. 1 89. 7.11 90.1 90. 1 I I ,� 64 o 45Z 7.31' 87.7 v ,.I 6 88.5 FG 89.3 FG 66 FG i I be FG 6L FG 1 Ibe 69' 1 FG 8b.5 FG z 5' FG ?I z 4R z I 5SR5 I FF=1291 .s 5 I I 86.8 70 i 6 8G 7 z z FG I9-4 67 FF=1290.6 I 64 apt 1 PE-1291 .4 z r r.. 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S w s N s w s W FS 48.00 -- ~- _. . 48 -r S w $i 5� 0 3'L b9 _. ____- ----------- - 2 20 . - a PUFFIN STREET 0 89.27 -o N T rc• TC N oA "toATER S N s N v�---t o s w S _ ' v� ' ._. .._ -- 23.07 29.36 -- S os'- � VW 88.0 46.50' 44. 1T - 27 N ._ - ,.r � �., FS 89. 1 .85 S h�. 87.3 N ov FS N !S w _____ _.- •- .4 0 �,• FS r. 88.5 g N N 89.3 n . FS N B •87 w FS 87.5 i FS ;r 9 90.5 FS I a; 89.58 85 -. �. �? C4 88.7 '� FS i 5 FG +t ve FS i r FS 9 •V,� N FS 1 .92 I 17.88' ao 7•I �1 I I cv ^ \A7.47n 5 1 .I I . W �� g0.0 GF=1290.0 4 �' 5. '1 , .2 . 17.7 TC 6 FS �.5 7_ I FL-G8 91 .4 87.37 `y 1 G I co 5• GF=1289.0 I FG I� u I �- 6 F �c 89.0 90.0 1 t*- 90.8 FG TC o I ( =1288.2 I I 89.0 I . FG ( Q � 1 1 88.0 ` I ._ FG FG 5• I 15 I �d FG p I '4 FG 90.4 I s .3 88.2 14 I 16 I 4 C� FG 6L I417FL-GB ,� I ., N I FG r 1L II I.I 3LII �. 3 Q13 o 1 5 aca 4L I Z FF=1489.5 z FF s 1290.5 z \�LR 6'1: D N 1 '- ., z I .6 IFF=1291 .4 .5 I7 � � I 12 I �.+ Z PE 1290.0 Z z FF=1291 .9 oD I I I I 7 PE=1289.0 I I 0.6 I .1 PE=1290.9 I I 85.43 O 3L FF=1288 I ZIR 90.9 1 4-_ Tc 89 0 � �- PE-1491 .4 _. I I •-• I pE=1288.2 z , 89.0 I,I . et 90.0 90.0 ( 90.9 FG �- I FF=12s7 s � 2 � .5 FG FG 7.5 1 FG FG /FG CDPE-1287.4 >K I g8 7' z6.5'i I I cn 7I � FG F o +4 i I 1 1 - . I I lz « I ( - 1 J.4 wp 0 ;06 FG j Sczw �r x 88.8 .0- 01 .86 0 ao 90.6 j I �� ,, �� z g ,�,� - o N 91 .4 FL-I�' Q, I FL-HP FL--P FG FL-FP 1 OF O`�� �W � , I _,,,. -� I ►n 88.0 cv cv 83.03 c1' •t�� `� °� ,da`'°���° or. Un I FL I I f I 'TC o 47.76 GAQ �� , g46. 1387.1 o& oJ- FL48• 00 N , tea DIG�ERT _- _ -- 10 20 0 204�Q� 60 AL TOLL FREE DIz 0 227-2604 6R f^4F H TkC SCALE C7 AT LEW TWD DAYS BEFORE YOU DK3 z LNIDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA i 0 NO SEAL.--COUNTY SEAL E N(, 4;F F� BENCHMARK DPAWN TRACT NO. 23065- FINAL PHASE IP --010094 ---- -------- ---- - ------- COUNTY OF RIVERSIDE PLANNING ■ DESIGN ■ coNeraucriord T--1--81, Fl_E=V. 1D?_x.428 ,JLF/JE S���E.ET- NQ. WORK CONTAINED WITHIN THESE PLANS T PORTATION DEPART T ---- -------- ---- -_-- ---___ _._. SHALL NOT COMMENCE UNTIL AN r�pTESS1 2 1/2" BRASS DISK IN CONC. CYLANDFR 2.4 FsicrJFD - ---.- -__. ENCROACHMENT PERMIT AND/OR A APPROVED BY O -I Jr� MILES S SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY OF RIVERSIDE 2 0 GRADING PERMIT HAS BEEN ISSUED. ?� �y 27555 YNEZ ROAD, Sl11TE aoo INTERSECTION OF MAIN AND FRONT STREET IN (,HECKFD��� _ p � y TEMECULA. CALIFORNIA 92591-4679 TF.MF COLA, `�3.5' SOUTH C)F C L HIGf1WAY MAT SL+ WLE A ~ `0 The private engineer signing these plans i s C O N 3 U LTI N C3 909,6768042 • FAx 9096767240 • wwwRRF com / responsible for assuming the accuracy and _ DATE: :�, NO. 4. 090 � 79 3.2' FAST OF C T POLE G T 2453 300' SCALA - 2 y � C ), �P,_.._.. SHEETS ¢ acceptability of the design hereon. In the event I x� 3/31/04 ------ - -- - AS SHOWN PRECISE GRADING PLAN - ------ �- tl ,� PREPARED BY- MICHAEL A. T AN r�.c.�. No. qgQ� EAST OF PRODUCE STAND MIDWAY BETWFF N _��._ -.�.�._- FILE N0, of discrepancies arising after county approval or s��. �� k.xP- DATE: 3- t o4 P.P. 75580 AND P.P. 75581 ON LINE WITH OL[, OB NUMBf R during construction, the private engineer shall be �q�f'.:c _��- Fo�� 15-100455 LOTS 212 - 211 AND LOTS 264 - 2710 � responsible for determining an acceptable solution FENCE LINE RUNNING N. & S. SET FIBERGLASS and reviewing the Ions for royal b the count MARK aY DATE APPR. DATE 0� �`� g P PP Y y ENGINEER R E V I S I O N S -� _ --_--.-=_-� DATE' 8 S P DATE FOR: W,0. COUNTY 2 COUNTY MMENDED DATE: _ -- _______ _ __ ---_ __.__ WI THE OS.1 1 SOU TN OF MONUMENT. REDHAWK r"iL_E No. Ohs