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HomeMy WebLinkAboutLot 75-83, 93-107,126-150 Precise Grading GENERAL NOTES 1 � 1. ALL GRADING SHALL CONFORM T0 THE UNIFORM BUILDING CODE. CHAPTER 7 PRErISE 0. ASGRADING A -100 p . AMENDED BY ORDINANCE 457. DApqtr 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO ']9 '. COMMENCEMENT OF ANY •CONSTRUCTION/GRADING. 3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT f Ii+ x DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PROJECT SITEIc PREVENT PONDING WATER AND DAMAGE TO ADJACENT, PROPERTIES. A ( 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. AL RANCH PKWY. COUNT� OF RIVERSIDE ., 5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. .Q 6. MAXIMUM CUT AND FILL SLOPE = 2: 1. 7. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPT, FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. its 8. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL � ROUND OFF TOP SLOPES OVER 5' HIGH. p 9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG y TOP OF CUT SLOPES. 12" MIN. ABOVE PAD ELEV. PA 10. MIN. BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF CUT OR FILL IS LESS THAN VICINITY MAP 0 10', 2% IF CUT OR FILL IS MORE THAN 10'. DRAINAGE SWALES SHALL BE A MIN. 65 N a 5' OF 0.2' DEEP AND BE CONSTRUCTED A MIN. OF 2' FROM THE TOP OF CUT OR FILL SLOPES. N. T.S. ��• 66 64 b3 11. NO OBSTRUCTION OF OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 67 62 2% MIN. 12- ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, 68 �D� b1 go g 57 ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY ' DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING v4 HRS. 59 5 56 2, / GRADING OPERATIONS. 69 ss SECsTION A -- A 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 70 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. •-� 53 FOR REAR YARD SLOPES GREATER / 71 41 178 THAN 5' IN VERTICAL HEIGHT 14. CUT SLOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT AND FILL SLOPES 40 EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS 72 '� 52 4 39 38 OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 51 37 ACCORDANCE WITH ORDINANCE NO, 457 PRIOR TO FINAL GRADING INSPECTION. % 73 / a 36 33 32 • 5 -�_ 33 34 31 30 PROJECT SITE 15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA ICE 74 44 �- PLANT(OR EQUAL)GROUND COVER AT 12" ON CENTERS. SLOPES EXCEEDING 15' IN VERTICAL ' - 4 155 156 - _ �""~--_ 29 HEIGTH SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER 45 �. 28 OR SHRUBS NOT TO EXCEED 10', OR A COMBINATION OF SRUBS AND TRESS NOT -TO I 4s 46 �� 154 A T N * 2 - 27 EXCEED 15' IN ADDITION TO A GRASS MIX OR GROUND COVER, SLOPES EXCEEDING 4' `c, \, IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN-GROUND IRRIGATION SYSTEM. 2 `� 47 15 157 159 159 160 161 162163 6 26 5' MIN. PA 5' MIN. SLOPES EQUAL TO OR LESS THAN 4', MAY BE IRRIGATED BY HOSE 818 LOCATED AT THE TOP ' 84 � r 15 lbs \ fi MIN. 6 MIN. 3 V 143 166 25 3' MIN. 1' 1' 3' MIN. OR TOE OF THE SLOPE, SPACED TO MAKE USE OF A HOSE NO LONGER THAN 50' IN 131 40142 LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW 85 MUDSILL MIN. MIN. MUDSILL ' 14 4 �' 135 4 / 86 75 Iso U 136 1340 167 24 DEVISE PER U.B.C., CHAPTER 10. 141 16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE ' S 76 1405 '" PRELIMINARY SOILS INVESTIGATION BY G.E.E, INC. DATED / 87 77 149 137 133 166 23 :� -d_•. • 140 1 ' 6 ,�' 7e 1 132 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 7 /ti 9B 147 14 169 22 BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 148 d 139 138 C3, 12" MIN. 12' MIN. RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE „z ' t39 83 79 131 170 � 21 WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. B Q'7`� 90 82 B1 80 130 171 a, 12 11 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE q ,�.� 20 .� 91 102 103 104 105 106 107 109 "� 129 172 • 19 13 10 21% MAX. 21% MAX. CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR FULL SUPPORT. / 101 ;0 PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO 10J. 10 �• k 9 SECTION B -� B - Pa � 11 92 93 � l09 129 173 � 140 PLACEMENT OF FILL MATERIAL. / 94 95 9 18 ,u 9 I A UNDER THE F A MP TNT SOILS \ 96 97 14B 18. ALL GRADING SHALL BE DONE U DE E 0 CO E E P��-Ram 12 1640 151 150 149 147 110 127 1740 17 16 15 1,0:, 6 ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND J� 47 163 152 146 111 j oe : 7 5 WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 46 162 161 153 : 126 175 L 4 �- 49 4 13 160 159 158 157 156 155 154 _..---�_ _ 1 19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ON FOOT. -� So 45 la - P,�-�� i 145 112 �SCI PASS 3 20, A SUITABLE QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE RIV. Co. BUILDING & �R 44 �- r ES_ ei S 113 121 i SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN • .0 '87 is 88 •^87 PL 43 I6 17 `�- _----_ _ �..�-�FR�- 80 144 114 115 116 117 118 119 120 22 123 124 125 2 ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE P� Is 79 5' MIN. P✓L BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE ELEVATION AND LOCATION 42 ' 89 51 41 14 20 24 25 26 83 143 126 1 OF CUT/FILL SLOPES. 52 40 21 22 23 142 T _ 3 MIN. 1 21. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF BUILDING PAD 90 � 27 \ ]27 _�� , 93 53 `-CA 39 77 84 141 135 134 33 131 30 129 128 _ MUDSILL MIN. fiN MIN. ELEVATION WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN 540 q c 3e A �' � - 91 940 55 ,_�R 37 28 \ 140 137 136 32 SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND 92 139 138 SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL 56 '�, 36 35 34 33 32 31 3p 29 76 8 `=4 95 57 _..�---� e6 ,�- .••,- BE GIVEN. �-- 9 � 58 59 � _+ 75 __ Y .�- REGINA DRIVE 22. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING 97 -q�fNT 60 61 -`1-~1-��� ^��„��" 74 ---.-� 12 MIN. 2: 1 MAX. AND SAFETY DEPT. WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING 98 _!N4 62 72 73 / 1,25 IN ACCORDANCE WITH, THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS 99 ' 10 �t✓qr 63 64 70 71 �" 124 2% MIN. "ENGINEERED GRADING". ' iDl 102 65 66 67 68 69 .�" 123 21% MAX. 122 23. THE CONTRACTOR SHALL NOTIFY THE BUILDING & -SAFETY DEPT. AT LEAST 24 HOURS 103 121 SECTION C --- C IN ADVANCE REQUESTING FINISH LOT GRAOE AND DRAINAGE INSPECTION. THIS �- • 120 INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 104 a- _ 118 119 EACH LOT. 105 lob 107 116 1I7 24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE YOU. DIG 108 109 110 111 112 113 114 115 AT 1-800-422-4138. • LEGEND- HIGH PONT . PAD ELEV. -�0. MIN. T.C. TOP OF CURB ENGINEER'S 'NOTE: -f S SEWER LATERAL WATER LATERAL A N CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY F.L. FLOW LINE FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. 11C TYP. 10' TYP. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL F.S. FINISH SURFACE 5, (EXCEPT (EXCEPT APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE GF=1147.4 GARAGE FLOOR ELEV WHERE B 5 5 B WHERE C 5 C CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS INDEX MAP MIN NOTED) MI MIN NOTED) IN FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE FF=1 1 14 8 FINISH FLOOR ELEV. OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE PAD=114 PAD ELEVATION SCALE: 1 = 200' OF THE OWNER OR THE ENGINEER., z 1 Q LOT NUMBER z THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN 2:1 _pp EXIST. 2:1 SLOPE UNLESS OTHERWISE NOTED) ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS. 1 ( THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SHOWN OR NOT SHOWN -0.3, DEEPENED FOOTING z ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO J ---� • FLOW LINE 47' 47 43.5oro THESE LINES OR STRUCTURES. CoRFc� un r� �- ��; ,� F 6.3 • 49.67 4•g 5 ' S7' a .r ::f SOILS ENGINEER ;n° ��°,. BENCHMARK DESCRIPTION36-33' g$ /aeety �. G.E.E. 0�' ELEVATION: 1230:562 DATE: 9-13--82 19 ., �ssl0►V,q� 27447 ENTERPRICE CIRCLE WEST .r�'� �, �° RIVERSIDE COUNTY DESIGNATION: T--27--81 STAMPED ON 2 & 1/2 BRASS F ' / Q4° ..vA�p �y TEMECULA, CA. 92590 C � � " DISK IN CONCRETE.. CYLINDER. FROM THE INTERSECTION OF FRONT STREET TYPe SIDE YARD DRAINAGE DETAIL �� �..+���� � � .y HO AND RANCHO CALIFORNIA ROAD, 3.4 MILES NORTH ON RANCHO CALIFORNIA (909) 676-7000 � 1 ROAD, 44 FEET NORTHWEST OF CENTERLINE ON RANCHO CALIFORNIA ROAD, �gg * NOT TO SCALE . Q • ' � �' ' �, ,� �"` 3 FEET SOUTH OF A 4 FOOT, TWO BOARD RAIL FENCE, 2 FEET WEST OF .���1 Q P. _ P 1751190E. SET A FIBERGLASS WITNESS POLE 1 FOOT NORTHWEST OF PLAN 1 PLAN 2 PLAN 3 •. � �� � �,�'�tl �W��``� "�' � p, ry E �` M ON U M N T. � sj. c�Q��° - - ��'��,�r.,, �-�;� ��„� r'•�s J A TE OF "01 �1J1 ' �'#' X5--53 q3.%0 OWNER SEAL: COUNTY SEAL: la.10- isUnderground Service Alert REVISIONSpFESs,oPREPARED `� SCALE � CQUNTYOr RIVERSIDE • �► 1 Coll: TOLL FREE VAN DAELE DEVELOPMENT CORP. RICHARD L. VALDEz R 15TERED CML ENGINEERING NO. 48060 w Horizontal '-OF TRACT NO. 2 M 1 -800 2900. ADAMS STREET, SUITE C-25 No. 48p60 AS SHOWN .5 W ' ; RIVERSDE, CALIF. 92504 , EX i1"ars- .•lfi0 _ .... 12-31-99 APPROVED BY. + 1 P vertical Iw��R�":?LTm31�T PRECISE GRADING PLAN' ' �._. _ EETs 422 4 33 (909) 354--2121 CRAL RWRSIDE CO., CALIF. FOR TRANSPORTATION DEPT. 3 `Pl4 CA ..�' N A 21447 ENTERcPARtSE CR E OST a� CSL DATE: / TITLE SHEET TWO WORKING DAYS BEFORE YOU DIG TEL. (909) 676-7000 78 4 88 `•S�" ! .r NN LLJ 0 148 %K 9� bio• 54-65- 60 n� (O \ Lr Q , 8 9 �,• co • .QU0 �o 90 FF V- 87.25 12 80, • . 15+ 00•oma. 9. °• 469P - `� 9Q PAD~87.5 �� P� � ' �' 89.25 .q •9 7. o G o l3 F'S 0 88. 0 �g.3o �,• 93 � �� � _• PL � No � QQ 9 0 i r� O �` A-N JCR F A • b. •p ^I ` y " t '• 19 Gf 88.58 �.`ti' 0 89 g 86.3 . 8, ° , •po. 30$� ,0'�U off, 14• �8.� �, `�'�. ( 1FL 86.4 1 Z 8>> $9 a i 2 GF=8 7.5 F 2.2� $\. L $ S FS VL 89.82 ,� 61 / ,ten° _ k� S , N o Ar . w FS m N 0 � 1 1 48 4 • / �' 0 4.85 \ .Z :0 9 N N 8 900p �o � �9• 0lFS , tK c9� 8572 Qp �• CD10+00o0 `� -�N F �-� 102 �� 89.1 _ �� $1 •�` : ° 81 •g 1 00 FS l 1 +00 0 F� ��• F 101 cp CO F 1Q o15 p 2000, Fs 8 $� •� A ��•�.� Z5 'o •aQ 8.50 ���G $ 66 3 0 0,. • 25.25' FS 88.00 FS `"'o � *4V �'��° �. o° o FS 86.52 4.60 $� l N `�,, $ F�- \ 1 .9 8 8 85.32 8 FS c� o a 65, 16. FS �., . _$ PD A. �9 90,p `� o 0 1 1.53' FS FS FS `'5.00 N �o � �• �g P •o N ^ �; 0 4 Gr p, < <'� GFS 7 00 N _ 48.7o N 58.00 9 0 00 9DO 5 .8 88.9 o � =g . 8 N � . o .8 FFL 9.4 �• 87.5 i r 95GF-88- 6 88. 6 GF=86. 9 85.8 X4.5 P�,0 �, 3 ', �P FL 87.45 ; 85.7 FL + FL $ ^ ,b 56 'SSo S �-F 91 O FL FL 9 87 • / X97 o PA 1 rn p 0 90 s•2 9 6 9 7 F,9� 5 ,� I to -1 _135.8 �� • '41? o t o ; �F- R •� L A N .� 213 �C pA D=88. AN i fi o PAD-86. 9 P �3• 55 �. .oo FF-89. 1 $� F�- ..• FF=8 7. 4 11• i ' . 68 75, � 2 r� 75 P 9 LAN 3BR PLAN 3C i6•1j'7.7A UA --" 91.,90, 89.75 9.8 ,. co N HP/FL '65. 05 �� , -�' 151 65.16 88.35 o 86.65 HP/FL 65.36' '''.. Pq /FL �•- �,, HP/FL 53N Cv :--s. .9811 • i r __. 21 0843 LC43 152 �4c,:Y r � •'yp. Q..' 3 .4�� 161 n No _31-99 P r� . LAIexp•12 rfµlril• � �r * CN Qty .,��,�i��` q s14T OF C � ��.T Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAL: pRDFESS,�N PREPARED BY SCALE COUNTY o RIVERSIDE C011: TOLL FREE y RICHARD L. VALDEZ� REGIS ERID CML ENGINEERING N0. 48060 Horizontal 2 VAN DAELE DEVELOPMENT CORP. w -�.__. --OF 0. 1 -800 0900 ADAMS STREET, SUITE C-25, °� 48080 „ , N� 1 =20 TRACT NO. 23173-2 " � ' '•; 422-4133 RIVERSIDE, CALIF. 92504 � � �,"' * Exp. 12-'31-99 APPROVED BY: Tmn ?w,-ifxr S (909) 354-2121 • Vertical _�r �, CIVIL \p RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPT. C A N S V LT R N T S ___,SHEETS �F�a 27447 ENTERPRISE CIRCLE WEST PRECISE GRADING PLAN Two WORKING DAYS BEFORE YOU DIG OF CAS DATE: N/A TEMECULA, CALIFORNIA 92590 TEL. (909) 676-7000 6:\HOME\FERMIN\49LOTS\SHEET2 51397 w 141 - w 145 c� U 149 • W 46.31 ' Zoo 65.38 Q � z • - 137 N 8 7.9 5 N Ln 140 85.45 , HP FL 1 1 70' I rte' p 1 Q' 6 ti PAD=88-2 Cn--- PAD=85. 7 � _ FF=88. 7 " 1 F 8 •2 -= o o I PLAN 2CR � PLAN 1A- � 84.9 0 W146 L FL 147 h 87.2 ►.� •- 148 84.45 a FL -' FL .�. 86.95 GF-88.2 ; U, GF-85. 7 .1 FL 139 138 .45 •0 OO 00 O - CN � Q - CN 1 83.2 » N FS 57.48' 26.13' 86.51 FS • 84.48 85.24 23.00 � FS . -- FS TW=86.2 �o �� �tK o� oto 4b 11 Bid Fl. �'.............. ' ..„ , ,,... ,, ..... •�G k� g grl.'�G ,gyp ., 85.3 C�h'.�G C' •5 76.00' F 87.4 �G 65.00' FS 90.58 83.9 II a0 ' ► 65.00' FS . 76.00 F 88.7 FS . 96.23 4V F 91 .86 65. N � F�.3 ` i ' 7,47 o a o .N Nmi rN p ._._ 97.13 • FS ; 0 � � � 1 f� N �' mi o c� o o 13 3 0 / cv K, o r• o 85.8 GF-86. 9 1 1 ;40' N N ..� 1 N N rrj GF�82.9 FL ss.7 GF-94.2 92.E _ ° 89.0 GF�-93. 4 95.5 9.5018 0' CI:. . FS o 81.7 FL 89.2 FL 92.2 FL GF-96. 7 r,, dp 5 4' 81.9 FL FL FL GF=99. 1 98.0 p ��, �9• X9.8 FL 103 �- ,�- FL 95.7 97.9 F 4 � �. Boz � ._• FL FL � - �0 �• 10 5 FL � 108 S 6 $0' N o _ 0 6 ...^._. O p PA O N 10 / E �g 6 App 82.9 - PAD=86. 9 D 9D.2 a 00 L o P .� FF= ! rn co 1 3 F FF-8 7. 4 9 0. 7 PAD �-�-83,.4 ; =93. 4 PAD=98. 7 1a1 P a LAN 2BR FF'=93. FF=9 7.2 PAD; a � PLAN 2AR PLAN 3CR 9 . 99. 1 p P� 2' so' PLAN ,3CR PLAN 2CR I FF-99. 6 8� Z i 8. ° FF 1 c 5.2 4�. 7 90 _ FL AN 3A 65 86.65 00 N 82 'o HP/FL 04 =89.9 "' cr`o i 100 HP L W 61.20' N /FL 93.15 OD 9 '- co 65.0 fi 45 N �K.... 80 �g 1�, i ' 65.0bP/FL N HP 04 98.85 W F�- 6, d�bo HP/FL �P / L 69.08' 109 64.36 • 148149 150 evq�ONI 147 No.48060 Exp.12-31-99 �•t `off o� " ;p �y �'lq CIVIL- � ; 151 �OFCA��Fo � , Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAL: pRpFESS/py�l PREPARED B , SCALE �� COUNTY of RIVERSIDE Call: TOLL FREE g REGISTE ED CML ENGINEERING NO. 48060 VAN DAELE DEVELOPMENT CORP, RICHARD L. VALDEz Horizontal .._........_-__OF � 1 --�QO 2900 ADAMS STREET, SUITE C-25, °` No. 48060 �" 1"=20' � TRACT231731w2NO. , Y, 422-4133 RIVERSIDE, CALIF. 92504 * Exp- 12-•31--99 APPROVED BY: Iris-Bacifi.• 6 (909) 354--2121 -__ S MAL ��, RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPT. ` Vertical C 0 Ili st Ilt L T A I T I _•�_SHEETS t� 27447 ENTERPRISE CIRCLE WEST PRECISE GRADING PLAN TWO WORKING DAYS BEFORE YOU DIG &F CI►1.k* DATE: N/A TEMECULA, CALIFORNIA 92590 TEL. (909) 676-7000 G:\HOME\FERMIN\49LOTS\SHEET3 5-13-97 9:59:36 ars EST f, 47 153 CIA 152 •> 84 f.. Uj 14 3 __j `C 6S S ,,Z `36 9 , rf ti rye,• �� � F/ f';• J s s 151 .._ / , Oft 010000 co 85 o ^° 4000 144 .9 .44 to 0 ,oma/ � ?� O , o -00 % % o10L lop - -86 3 .- c� 65.8 6 r. 100.. 1 00>> 145 - ,c` •p •p 6, .. r r,.. , w_. FL yp S .000 CS'' �� � S• � � � �r � 68•�° meg• 71-47 % r 1,�tib ...,� � � • 4v o , f .d, A% \ 6, Z s 8 7 AN X36tj� 10 �3 Ta O., .9 X Irk . _- CO 147 < - z 60•°Z � i I W I t 54• f -.4 ON U4 --I t4l. ro- c) LOA 83 79 co 1 0 0 80 88 . . 81 x I. x L� a � x{ 6 ® ........... . ti LZ CI1041 OF x 4 V Q. Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAL: Q�D�ESS� PREPARED g SCALE OF� RIVERSIDE♦ COUNTY4 • y r REGISTERED CML ENGINEERING NO. 48060 Horizontal ___•_-__OF r .a Call: TOLL FREE VAN DAELE DEVELOPMENT CORP. RICHARD L. VALDEZ `� TRACT NO. 23173=2 a .r1 -804 2900 ADAMS STREET, SUITS C--25, No. 4so60 1 X20 �, Q Kr••; RIVERSIDE, CALIF. 92504 49 Exp. 12--31--99 * APPROVED BY: Verticol ___SHEETS co �v ' tr 422-4133 (909) 354 -2121 CIVIL RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPT. PRECISE GRADING PLAN J'1,,� �' 27447 ENTERPRISE CIRCLE WEST L1� cAW.�F� DATE: NIA TEMECULA. CALIFORNIA 92590 TEL. 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C) FL co � ou �' 137 ^♦ �--, "14 oma• .=01.8 00 -� s PAD ' L PAD=02. 1. FF=02.3 + FF=02. 6 0 PL AN 3A o PLAN 2BR co 99.18, 10. ' _01.55 - .._ � rn w HP/FL n 01.85 to 1 -- 33.90. V . 65.18941 N - 6 N -. ._ 8.19 � � � �\•�� tea' �1b� SSS- 6� ' R3�. CD AWI fhl �`''`�--- ••12.31-99 , n�, * VEL CD w sN CI Foy OF G Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAQ QAOF�SS� PREPARED B SCALE 1� COUNTY OF RIVERSIDE REGISTERED CML ENGINEERING NO. 48060 6 Call: TOLL FREE y � Horizontal __OF � RICWARD L. VAIDEZ � • --'--- VAN DAELE DEVELOPMENT CORP. 4, - 2900 ADAMS STREET SUITE C-25 No. 48060 1"-20' TRACT' N4. 23173-2,1 800g {{,00-v i RIVERSIDE, CALIF. 92504 Exp. 12--3t-99 Vertical eki, �� --.....--- 4� � ,� APPROVED BY: ����� SHEETS 422 4133 (909) 354--2121 CONSULTANTi sj c,wl \� RIVERSIDE CO., CALIF, FOR TRANSPORTATION DEPT. PRECISE GRADING PLAN 27447 ENTERPRISE CIRCLE WEST rF C4%\ DATE: N/A TEMECULA. CALIFORNIA 92590 TWO WORKING DAY'S BEFORE YOU DIG TEL. 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