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912xx_grINDIO HILLS RAMON RD PALMS STATE PARK (PROPOSED) 17CINITY YAP N.T.S. LEGEND ' 1 1 38TH AVE. 40TH ST. 4l EXISTING sgti - CYLINDER. MONUMENT IS 1 - 800 PROPOSED CONTOUR PROJECT �9ti4�o CUT/FILL LINE TRACT OF RAILROAD SITE 4133 A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. lti O En < PROPOSED ELEVATION PRIVATE ENGINEERING NOTE FLOW AF& FRANK SINATRA DR. aq�Y THEIR APPROXIMATE LWATION AND EXTENT. THE OWNER. BY ACCEPTING JOB Q.NOB REQUIRED TO ANIU E SOLE AND COMPLETE IEMEiIBILITY FOR SITE T. P. CONDITIONS DURING THE COURSE OF CONSTR UCTION CF THE PROJECT. TOP PAVEMENT U RESULTING FROM EXIST€NCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT TOP CURB P.L. NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FUTNER AGREES N COUNTRY CLUB DR. MEASURES TO PROTECT INE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY ANO ALL LIABILITY. REAL OR ALLEBED. IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF NM ON THIS PFlOJlECT, EXCEPTING LIABILITY ARISING W }J cr O Y 0 V. z0 o PL WALL CENTERED ON PL z O a U _ N 44TH ST. ; I47TH AVE. INDIAN WELLS 17CINITY YAP N.T.S. LEGEND ' 1 1 38TH AVE. 40TH ST. 4l EXISTING CONTOUR - CYLINDER. MONUMENT IS 1 - 800 PROPOSED CONTOUR - 11B CUT/FILL LINE TRACT OF RAILROAD DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED 4133 A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. EXISTING ELEVATION 2 WORKING DAYS BEFORE YOU DIG PROPOSED ELEVATION PRIVATE ENGINEERING NOTE FLOW AF& M - SLOPE THEIR APPROXIMATE LWATION AND EXTENT. THE OWNER. BY ACCEPTING JOB Q.NOB REQUIRED TO ANIU E SOLE AND COMPLETE IEMEiIBILITY FOR SITE T. P. CONDITIONS DURING THE COURSE OF CONSTR UCTION CF THE PROJECT. TOP PAVEMENT T.C. RESULTING FROM EXIST€NCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT TOP CURB P.L. NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FUTNER AGREES PROPERTY LINE IN THEUNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA o PRECISE GRADING PLAN TRACT N0. 28243 . DEL WEBB'S SUN CITY PALM DESERT TRACT 27221 W " 53 52 � 150 40 4- 47 46 48Nlr6 � W W W 1 = W J 2 3 4 248 � W � �� Q W 9 5 COLwm 6 7 8 9 249 W LW a¢ 92 1! 2 91 93 ! 12 !3 i4 15 !6 Un (� X0 3 90 0 94 105 106 IN KN LL AV NU 19 20 21 22 23 24 25 26 p 107 108 120 27 28 29 30 31 32 33 34 4 89 3 �' 104 �lI 121 88 Q 97 96 10 110 118 !09 11Sp !46 147 148 149 150 122 0 151 152 153 154 155 Q 87 Q 98 i0 ¢ iii 117 123 132 14 184 156 157 156 159 160 161 is2 153 164 165 35 '` 86 133 IOUD T 85 99100 Di i2 1164z121 !31 Q 185 179 178 177 176 i75 !74 166 36 S ►- 115 � 134 144W S 173 172 171 170 169 1 8468 167 113 125 C ST RO D 37 114 130� '� 14 186 180 81 d 129Q p 135 � 1' 187 181 191 i 92 1 � 38 79 8 127 136 142 �J 199 224 225 77 6 128 � !37 188 182 Q 190 193 197 39 . 252 75 74 141 200 223 226 183 189 CVWO 73 72 138 140 194D RC E 196 201 222 e 227 40 WELL SITE 7i 0 9 139 208 209� 210 207 195 2d2 221 228 41 los 203 229 67 247 205 204 220 42 W 66 246 211 230 Q 257 659 245 212 219 43 q64 244 213 WY DAM R� 218 231 44 F=-0 243 214 217 232 CD qys 63 I 242 215 216 233 62 258 S�•9F 61 � Q 24 23445 256 240 239 238 237 236 235 46 Fj60V 47 250 ID SUB STATIO 259 59 48 251 51 50 58 49 57 56 55 54 53 52 / I i0' DING I REAR YARN jENVELO I SETBA(Z I RIL PAD ELEV_ 1'1' iz MIN . iX �- 5' SIDE YARD -J SETBACK 2.5' 2.5' �- - 2.5' 20'1 FRONT YARD �G SETBACK LINE �i► "--- PRwKsED cum t Gurrm TYPICAL LOT GRADING N.T.S. OM SPACE I K -N 253 INDEX MAP_ -m 15' i BUILDING I ; REAR YARD ENVELOPE-� f SETBACK J PL PL I I ; I PAD ELEV _ I ► ° 3 _0 '3 I iZ MIN. iZ MIN. I-�- 5' SIDE YARD SETBACK 1 2.5' 2.5'2.5' - - - - - - - - - - - - - - - - - - - - - - - - - - 20' FRONT YARD R/W SETBACK LINE ��► '-- PROPOSED CIM C GUTTER BENCHMARK: TYPICAL LOT GRADING DRAIN TO GOLF) UNDERGROUND SERVICE ALERT LOTS 1-3, 31-55 nAl 1 Tr11 1 CDCC r- nuns N T R `f ORE L n1 TCnJ iuC �.Krt� � uL�w� �r�nnz�. vr,n.s va.n� s�. v�•v� a - � v . v r. - v - f+L / 3.6 MILES NORTHWEST ALONG HIGHWAY 60 FROM HIGHWAY iii AT "Y" IN INDIO. THEN 3.3 MILES NORTHWEST ALONG COUNTRY CLUB DRIVE. SET BRASS DISK IN 12" - CYLINDER. MONUMENT IS 1 - 800 6.0 FEET BELOW RAILROAD TRACKS AND 0.8 FOOT ABOVE GROUND, 254.0 FEET NORTHWEST OF NEW WASHINGTON ST. OVERPASS, 23.0 FEET NORTHWEST OF TELEPHONE POLE W/NO NUMBER. MONUMENT IN POLE LINE 296.0 FEET 4 _ SOUTHEAST OF OLD WASHINGTON STREET, 44.0 FEET SOUTHEAST OF SOUTHEAST BOUND TRACT OF RAILROAD DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED 4133 A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. ELEVATION: 103.551 ADJUSTMENT: 1970 2 WORKING DAYS BEFORE YOU DIG PROVIDE 5' WIDE BY i' HIGH BERM OR EQUIVALENT ALONG THE TOP OF UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN AC(XWOANCE WITH 084 MLLY OTHERS AND THOSE INM ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONQTPOCTION PRACTICES. CONSTRUCTION CONTRACTOR BE THEIR APPROXIMATE LWATION AND EXTENT. THE OWNER. BY ACCEPTING JOB Q.NOB REQUIRED TO ANIU E SOLE AND COMPLETE IEMEiIBILITY FOR SITE THESE PLANS OR ING WITH I!P'ROVEIENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTR UCTION CF THE PROJECT. TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PER90NG AND I MOPERTY; THAT THIS REQUIRE - RESULTING FROM EXIST€NCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT HENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED. NOT INDICATED OR SHOW ON THE RECORDS NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FUTNER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD OES10 PROFEESSIONAL HAON LESS FROM MEASURES TO PROTECT INE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY ANO ALL LIABILITY. REAL OR ALLEBED. IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF NM ON THIS PFlOJlECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WOW. MARK IEVrSIONS DRAIN BY: APPR. DATE BY: 8' X 16' BLOCK 255 GOLF MAINT CVWD 254 WELL SITE FRO GENERAL GRADING NOTES 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = iX 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. 4. PROVIDE 5' WIDE BY i' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL -SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER i' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100yr Q STORM FLOWS, ALONG TOP CUT OF SLOPE. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. PL WALL CENTERED ON PL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY STONEY -MILLER CONSULTANTS DATED SEPTEMBER BACK TO BACK MIN. MIN. SIDE TO SIDE 6, 1989. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. RONT 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. ii. CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 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 APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. _ 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PL ON OUTSIDE FACE PERMANENT DRAINAGE STRUCTURES TEMPOOMPY DRAINAGE CONTROL SHOULD BE OF WALL PROVIDED TO PREVENT PONDING WATERT ANODAMAGE TO ADJACENT PROPERTIES. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 1.100 ADJOINING PROPERTIES DURING GRADING OPERATIONS. MACK 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL -IfH�l HEIGHT . 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT IC II1 ELEVATIONS TARE CREQUIRED,ATION OF BTHE DELEVATIONG PAD L(WITH ORESPN. ECTRTO MEANSEA18" LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIREO. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. BACK TO G. C. OR G. B. 19. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. 20. "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED." 21. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. NOTE: WHEN PAD ELEVATIONS ON SIDE YARDS EXCEED 1' DIFFERENTIAL AND HOUSES ARE PLOTTED AT MINIMUM SETBACKS, A RETAINING WALL WILL BE REQUIRED BETWEEN THE HOUSES. LOT GRADING & WALL DETAILS 10 MORTAR CAP N.T.S. 20' U ¢ Q VARIES 22'-16' 4' 15' m W W PAD LEV. Q 10' CD _ cn z H VARIES PAD J A , n 4, ,, d ,-,, 4 1 VARIES m I' DEEP OMIT BLOCKS TO PERMIT FOUNDATION SUB -GRADE DRAIRWHERE SSE WREO TO GOLF COUFILM DICTATES 5' TYPICAL GRADED SECTION TYP. N r. S. OMIT BLOCK DETAIL (DRAIN TO GOLF) LOTS 1-3" 31-55 N.T.S. SOILS ENGINEER: DEVELOPER: HILLTOP GEOTECHNICAL DEL WEBB CALIFORNIA CORPORATION 27210 �. 3RD STREET 39755 BERKEY DRIVE HIGHLAND, CALIFORNIA 92346 PALM DESERT, CALIFORNIA 92211 PH: (909) 862-0897 PH: (760) 772-5300 SEAL SEAL APPROVED BY: DATE: R.C.E. N0. EXP. DATE: PREPARED BY: DATE: KEITH A. CHRISTIANSEN R.C.E. N0. 60083 EXP. DATE: 6-30-01 0 E N O 1 N E E R I N 0 77-682 COUNTRY CLUB ORIUE. STE F-2 PALM DESERT, CA. 92211 PH: (760) 345-7808 FAX: (760) 345-4727 scxe 1 " =40' Off $rWA BEET RMTE AUG 1997 EARTHWORK QUANTITIES CUT: 66700 C.Y. FILL: 75800 C.Y. SHRINKAGE (25X) = 16700 C.Y. ** IMPORT = 25800 C.Y. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES FOR CONTRACT PURPOSES. THE EARTHWORK QUANTITIES DO NOT INCLUDE ALLOWANCES FOR ANY TYPE OF LOSSES. IMPORT C.Y. TO BE GENERATED FROM BORROW SITE AS SHOWN ON SHEET 5 OF 5. NOTE: EXISTING CHANNEL IS A GREENBELT/DRAINAGE OUTLET. 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TAINT wN ADAMS STREET ~' - - ---- X49 2 �,,�, / PE 87.3 69 0 i DERG ROUND SERVI ALERT i #1/148' 47" 300.00 56.62 28.39 �`� _ - 6 1 ' o '� e - k CALL TOLL FREE - ( -�� „- X 3 ��49 26 PE 87.8 2 N 20' 29"E 53.46 3 N 2l '290E - - �` `�_- DIRT TC 86. i:49 01 68t r *j •: -800- 6.83 ,r 32'27 " 500.00 39.63 19.82 i.. 40 . x ` ` T 85 . ` F� 6 7 _ 4 2 2 - 5 � 55 ' 41 " S 2500.00 40.49 20.25 1 r = 40 • r 466 wo 6 :9626*30 2500.00 19.27 9.64 0 20 40 iao ISO --�--- -- 5-�- =.r 7 :1' 58 ' 01 2500.00. 347.62 , 174.09 - `-2 W"OM MOG 1PS Y�LI DOG + SEAL SEAL APPROVED BY: DATE: IN THE UNINCORPORATED TERRITORY OF ROUND THE COUNTY OF RIVERSIDE. CALIFORNIA UTILIT ES PRIVATE EN6IPEERIN6 NOTE ��g�Q� � �����T������ ALL �iLITIES « Sr THE n, m QI OOi11CTIN COFMACTOR A� 7 MT M MITH �«LLr � IHOICA MTN � 006TO T10l (ilIIMCTAH N A. SE anal man RINS PRECISE GRADING PLAN am 2 TZ« AlE tY 10 ASE =A AM FE/O�I/�ITr FOR " SITE r[1N MM ES PON-TUM 01/ONi THE OEC OF OF THE PRD�CT• 77-M2 COLKTRY CLIA GRIUE. STE F-2 TO To ASE SAFM OF ALL �A AS> THAT THIS - R . C . E . !O . EXP . DATE PALM �T, CA. S J WTD. « m= m POW E TO A1RT w .E L ,� PHt QW1 345-79M FAX: � . � TRACT NO. 28243 5 � a O T To ��� At PREPARED BY: DATE:of TO 11E �THE � ■ AM FROWN MO A1R AI« - MN LIANSUTY. SAL = SBL1Sr . AT THE SITE. t aE Ta a�lIMCT PSI�rISMI rwc ©N SEE SHEET i �•s T THE 004M pF THE TIES « • FM No NMLISEN KEITH A. Ct4iISTIANSEN �� 10 � �N THE SMI 1/4 SECTION 31, T4S, R7E, S�r.o. MQ STHHUCf m §EFW STAWINB MOIItC . lvm IEvls�Oli APPR. OAIE R.C.E. HID . 50083 EXP. DATE. 5-30-01 �I►1E AUG 1997 DEL NE88 CORP _ 912=PXX - f\ ilI' � 157 26 121.96 TC 9 8 TC 91 .3 198 \ PE 94.7 i • ' r P 95.5 to 175 rn - - o !oi .4o r 215 238 '" 54 r 'tPAQ� $ cm PE 93.0 ��, 0 25 o J ( `J e PE 95.6 J TC TC 9! . 1 rn� 192 r m h o TC 85.2 ! i TC 93' �� �\ a 2 ,rA PE 93.8 0 193 ✓ 194 0 o FL 91 4 4 TC 89 r� I, �? 58 �,� Z. m P N PE 94.8 205 0 101.30 101.10 TC 85 106.60 � t { 116.25 {;. rn rn e �. o Er E 94.2 �. _.3 s i aD ' Q 1 o s PE 9 »: ;ITCHLIN 1. � 7 _ � I J 5.1 a W 176 W A ry *r r Tc 3.5 �` N W) 239 W } E 92.7,� „� r 55 TC 9 '- 1 1 0 = 65 .JE J tc 214 __j r Co a 24 = L=4 00 TC 90 7 �o� J P 91.6 ', T� 00 3 ET E 9. "' w rJ, 0 9 PE 95.1 TC 93.3 =4.16 46 •38 1 a _ TC 8 m 1 o y y ao 4 103.02 00 '� FL 1 26 0 -. TC 89.5 FL 91 .3 - 4 0 , C I J-. \ If)m '� - 4 �, 101 A 84.4 110 ! I 155 \\ N n g m ti• 1• 17 HP HP 10 i 00 o� o FL 85.2 109.33 ,. PE 94 9 ``� 177 o F 4 ~, T 93 J 9 rn �° 208 TC 89.4 HP k. i TAW J PE 92.4 191 9 �, Q ti � N r 240 �, r :A J � � F � PL 91.4 ti -� J 5g 101. 00 H PE 91.fi +190 :o PE 85.5 0 PE, 8'7.0 ca t TC 93 1 L=7.061 ... m { ^ PE 91.4 d, 9 �`�'/ �o - 213 r FL 86.7 p �\ o �� 0 4 r 04.40 L=11.90 1,F "� m p 91.0 �� 1� ' PE 91.2 TC i f i PE 94.8 N m TC a ��, 23) TC 89.2 FL 90.9 101 10 \' S ^ 154 r- z' 6 w� HP t' 1 0 / i ' PE 94.8 p' 7 r 39 0� �° FL 85. �£ - °� r A 32.1 P �``� �' TC r HP a ) 104. 13 ,ZQ J 101 1 p ti- , N `� m 2�7 241 J r f TC 92 . 101 .00 F C 2 L =42 ° 9 rO °� J �. 95 v ti l { ; = - - 1 =2 p 9 �� PE 4 57 / TC f ' {Y 3 • se � E 90. . � 8v � t l v cy)�, r : 3 �� v 212 g a �. 22 '�s r Bp T 88 9 00 TC FL 86 3 15 1 L 18 96.E 12 ~ P 90.8 101 93 g 1 HP J ,�► r. s P �► t5 '� a ._ 0• FL 85 5 10 10 ,P ,v O s ao y 9 E 94.3 . 153 �2 s2 tip i t o vi L=21 .53 t �� �' \ b y HP ., 0 ` �. '`-1 9p► FL r t L=5 53 �_` PE 94.3 �j�` \� 16 45;� 2. ii=63. 19� _ ,,,�0 JOJ -Hp I'10 4`� 100.87 179 \ L=1.40 C= _ 2 v s f _ _ PE 85.8 PE 86.7 - 1 i v i� 0 �2. 6g '� 9 m�L h 8 ( PE 92.2 ►- A ,�� 5.1 • TC 92.5 YII i . 00 I I� ,�o � � • - F L 86.4 m TC 92.4 n ti + N , P� 0 1 1 t ,� Tc 88 211 •. 10 , , rc l Co 6• bOF �,� / P � 91.4 1 �� �' PE 90.6 �� HP HP PE � in ` �_a tm m I; �� �Q ,�` gQ \ k PE 1.1 o d ,� 17.37 �� ��. ,��' 10 0° 93.9 �? j cuI F`' �` �'`\ 0 .. 183 Joy 90.3 0° ti ti j - 152 243 STDFiA6E '� _ _ `' o P 90.7 0� s HP ,�o PE 8 .2 °' 8 5 9 ti i r PE 93.9 L 93.97 L 4.22 ♦ � - �2' � �• �' � J L-63. 06 L=53.67 L=77...25 a5 p ® o � oo � �� �, PE / 100.07 _ • 144.50 L= 9. _ v T 88., 4Q \ 1 1 f TC 92 . i 15.7 L = - L =59 a F 0 (` TC 88. 1 210 �O B9 o 0~ 1 85.7 4n - _ 101 .00 ° �o ° 4 17 ��' PE 90.0 Jp �' 6y P 1 T p 101.00 I r C -- cu r �., �. 1. 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J+� �,� ,�2' FL 87. i �oJ c �o PE 88.9 ;�� \ oAE CALL TOLL FREE 106.72 Q 1 n= 7 �6 ' v 9 •6 / , i c.i 2 - FL ` y 0 T � 86. v 6 C i � 9 '9 TC 91.2 0 �- n �8� 247 1-800- ^ �� 150 m o / 145 1 1 1 l JJo HP moo' I t 18 '.' ,o PE J c o 144 0 or c.e � c •PF 87.4 c 63 0° / 422 - to ro PE 93.2 �'93.2 PE 90.9 - -' PE 90.1 1 43 " '� r 95 3 c+al PaaP. Rnr es PE 87.2 3�. a �' 7-4133 w , 1119 �9 �e PE 89.6 0 / ,� O� ° o �0 a~P~ 101.00 2 WORKMiG DAYS BEFORE YOU DIG ' !09.64 TC 91.5 ��' Q PE 89.3 �.'�' �, , FL T 9: g # HP L=72.22 L=71.00 O `" 141 O ,��' tp T O 0 SCALE: = 40' N L L _ L'�• 4 9' PE 88.9 �'/ <�S as 64 �P , c> 0 149 N L �_ �� � � rc � � PE 87.5 ti �, � + o io 40 so X20 25 1'40 a o oa �' \ ` 3 17 PE 93.6 ; I 0 o , J � 0 PFK 93.6 n I lYl L =32 PE 88.6 �� �� ? r' 1 FL 7.2 j 111.22 101.00 , = '11LI X57 ---'0 „� . 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'- ` 4 N 45° 13 ' 16 ~ E 50.80 i J � � � 6.29 ^ �� � N L=21.48,' `�� r � �• 2 / K 5 N 77045'22"W 129.52 t 0.83 I J 148 f ., / C 'K/ . *` 110 FL 87.9 ��. \ 6 2° 24 ' 20 " 1525.00 64.03 131 13 9 //�� i 02 a 24052'02" 300.00 130.20 66.14 V9 Ni- r `, e N 45° 13 ' 16"E 2 55 ASL UTILITIES 9 N _sTmWnjpIIIg PRIVATE ENGINEERING MOTEL THEMD� a THE 1 Atm pp\WTM �al Aj 11rT A � LLLYY A9MM ea.EAM VaL To Alli COMMONS DLr1IlE THEAW -Mmpvor M �T ME OFM DCLLDING SAFETY OF ALL �� lY- flMT NOT HIM 1MALL a "Am To Mwy Y Ari � T 1 E 0 THE MPR 13 NNOOMW MO WINI NOIR AA♦ f T TO TA1E pE FIECAIR Mww M Fgq II�Y AND M � AT THE 1off ��THE (:o1TANY �T'- ANY AND ALL IIAiILITY, SAL a >S E�T� �I1N 11E iTAN ; OR �NB�IBBICE i 3LANXITY ARISING GON & CHR13TIA043EN f N I N t E R I N 4k COIAx111Y CL tA'J DRIUE. STE F-2 DESf11'I. G . 912211 PREPAAED BY: DATE: cit t7AI yes FAX: (M) 345--4727 KEITH A. CHRISTIANSEN Mae 1. -40 • A.C.E. No. 50083 EXP. DA - 5-30-01 ! µ M7 SEE SHEET i 450 13' i6"E 48.24 IN THE THE COUNTY OF R I ERS DETED E CA TERRITORY OF PRECISE GRADING PLAN off. = TRACT NO. 28243 aF sms IN THE SN i/4 SECTION 31, T4S, R7E, SBM Fm DEL WEBB CORP Q19. r.o. Nor Lam T5X _ _ .05 95 -70 00 0 ol t_ �SCALE: 1" = 40' UNDERGROUND SERVICE ALERT � 67.24 �� I 0o t _t �� - CAL TOLL FREE `\l r 0 39 40 _ ` r� . sSoo �38 E 3 E4 is - �ti L 1- 00- ' P 95. 9 ` 37 oF 0 �. ,� ►� I o -4 �, o 00 PE 93.7' 422- r F 36 PE 96 9 0 -- _ Y ► .� cb 42 " PE 98 2 0 97.7 I c - o lv o o P 93.4 <�, PE 4133 j f �8.6 rF ®� -•+ o to --- -=i i .94 L=67.92 0 4 / t9Y�� !� 2 WORKMIG DAYS BEFORE YOU DIG ; I - _ � o _ n A • 98.7 y-` _ s 3° �► o _ o _-- o '�' 92 �o~ PE 2.5 i I s ti. j F .: I{, L 4 �' - w y _ 22g �s ti r t, 225 s- F . z ' I t o -� 227 0 �3- - FL 9 P , -' _ - PE 94.4 �---P-$-``9�4. � o _ �' / = HP 167 ,, �= 0 PE 93.9 228 /o �� - , r 168 P 5:`5 0 tO �� PE .4 , 9 ' i '3 . o PE 95.9 ,�• N ► D 9 0 .�3 �9 46 229 3 � � 165 J �, -� = Q �., � � � ., 0 92.2 '�- �� � �.. - yr 3 0 m .� 'ti 1 11 t J P J n o PE PIL` `� J E 98.1 J S 3 _ E 93.2 0 FL 91 �` .y p C 9 L*W.18 �. Q P I t ,PE . 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L 17.54 h o F TC 89.9 FL 86.5 239 ao T 1 T PE 157 . cw F I 0 1.4 HP o TC FL p a _ 21.96 95 5 175 `� t '� 205 �,; N Pte- 3". J ea 4 H J N OE 93.0 o �N 194 PE 9 7 =* - - i 10 0 J TC 3. e j T 91. i cr `3 m 192 • 19�i N PE 94+.8 � � �0 2�"4 c+� a`C 84.0 j o r PE 93. ®m �•s PE 191.6 0 ;. ,� PE 94.2/ �s 25 n ff j FL 91.3 -J CID �F lu , - HP m - L 86 7 , + t o PE 95.6 W w i i s y n 126 TC FL 95.3 ,� i HP I 1 I o • 1 o an 206 o t e o Tc � 176 ° +� T 30- 240 PE 87.0 ,k o; r ! 1 6 PE 9.7 0 98 . , 91. ti 85:-g 0 65. 7 7 a C 8 5 �, PE o 70.0 0 87 MATCHLINE.2 n PLS 91.6 i` PE 91.x%' PE 9 ,�' 213 m Tc e3•s J ----__ - - SEE SHEET 3 �'E 91.2 ;/ 11 _ io 57 y UMEFW (KM UTILITIES PRIVATE ENGINEERING NOTE SEAL -- PE 86.6 AIT �B W �r THE I ATED I l CO STRUCTIOI Momme IwI AMT a �w win r �w IN THE UNI NCORPORATEO TERRITORY OF AIE IIOICAT® 11ITM AC�'tEp � THE COUNTY OF RIVERSIDE. CALIFORNIA FFMw.rls a� laTM sY AC PTII� COMTI� To w ..� m A �� ��(� I�3TIA I�$ TiBETq A!!8 OOO�ITIO� � AE OF 11M MVzll��ol� sw'ETY of - t N• 1 N E E R 1 N• TM lir LM I W --u T° me I�w+ LT "� E m PRECISE GRADING PLAN off 4 Cft TW �� U TOI r A IIv�M1 77- W C0 RMW CLUE ORAE. 8TE F-2 T To � �� me im o ' PALN O RT, CA . 9223 i To P97RC T!E FW �M ma 9� � M MO ALL lli�L ,��� > PREPARED E'Y�' ©ATE: (7r1M �s-7soe FAX c7so s Arra 01 BILITTtlTo an" AT THE SITE. l r E AE CMIMIG7- 1 727 Oi'8 IHILITY TO i10TiFlf TlE ANEI18 O* UTILIT1i� E I �LUMLIIT 0 SrmwDn mm- TRACT N0. 28243 aF 5 wm DAN _ KEITH A. CHRISTIANSEN ! 1'=40' mmc� SEE SHEET i IN THE SN 1/4 SECTION 31, T4S, R7E, SBM R.C.E. No. 50083 M►. DATE. 6-30-01 r AUG 1997 " Fm DEL NEBB CALIFORNIA CORP. - RADIUS -_.._. TANGENT FL 92.5 N 03018'20"E 10.22 • ' 05 2 N 03018'20"E 44 315.00 z _ r Now! '•"", � mss 2722.00 •2.8 59.44 ,-� w �:-,mss. - -'- .-. - --' _ ++��. 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Q 0 t=T2 • �2 - w ° HP Z �- 3 i ! i rJ �� 'r► �Q L-92. ii L=8 i8 30 �s 6 3 �i 2 - - �, ,� ��• 75 tL=2.03. 5e. 9 ` P4 7 t i � - 97.3 - 2 _ F PE 92.8 r �-- I 97.6 7 6 F t TC. 32 26'0 101 'OA L=9. 75 T 93.8 ' Aa' ®3' C. / ~°P N/1� PE 91.9 �p0 <� ` e, �k' t ) TC r 1 67.67 r •�' o F�'� I •I6 °�Z o~ FL 91.6 A, �,�, j r .3 r ioi .99 9 h� 224 of °' �� F 231 B �� HP - "° p 94 -y 223 F a3. <� <�� • FL 91.3 \ o \s (OM SPAS 168 N •8 o PE 4� PE 92. 9 e HP 94.5 h Ja �0 9� , o 164 .. PE 95.3 W °' '"� 222 0 48 PE! 98.6 N _ �, ti PE 91.6 - �'L= lA _� PE 98.9 w TC 2 t PE 94.2 F FL 92.0 i ~° p ~ FL 91.3 L �` rn < ae sS�q HP i 4 HP oti t H 115.76 % a, TC 96.7 00 _ _ o 1 oo r. / 221 9 �e PE 92� 1 �o , t 141 i u� + 9 ' F r 1 L=51.29 L=66 • g,4 / PE 93.8 FL 93.2 p �9 � G 0 LHP -1. 0 -�', t i 1 1} ��� f _ �� p p� J r L 5 �V O HP Y �fl� 49 d \ k 1� !, , O°' r �, 169 = 4 �� FL 9i e do p - �.: 2 E 91.3 o . - 20 233 +,,o r 163 o m`t S6 H�_"f/r r N PE 98.3 o PE 95.2 _ � _ mss '� 0°� FL 91 0� o ISE 98. P .5 p PE 6 �L 1 to 9� HP 2 10 �, � s4 E 93 �� 91 � •"o r i o tl `t ' A 1 �0 TC - L=74. �I a PRBR. R/11 �o FL 92 9 p� �� FL 90 7 1 I 1 TC 96 ioi • 04 - L;91- ° HP P 7 4 5 HP F L 91 . ti '� 3 �, I 1 � I 1 ' i2 _ - '� _ - • oo � se HP o'' • � ��� 50 � , •. ``, _ , � � z- Q _ _ s s � 219 � e - r� - ��' PE91.0 J Pftw. ran � 34 162 'O' r °' c WTT� �� v P L=20.68 ,� E 3 9 . k`' 170 �.� f 91 PE 91.3 <'s - E PE 97.7 D s co co O 90.7 29 P$ 94.8 199 91.0 LHp I F �- - - o cs+ Tc 92.6 w 200 P z �+ '� v� �j HP --90.4 �� e PB,1 - PE �^ a FL 2.6 10 0 �� ' o 'TC 95.6 ioi • 00 94.8 '" PE 94.4 0 �' y 2 L=17 .03 p'� �G ♦o HP ` io1 201 G�ti 218 _ . _ _oo ,� °' ss 51 t _i25 47 t t s ; ,� r ah gyp. +9 PE 92.9 L -1x.11 235 PE 90.7 "A .9rn I r a' �� �� �Q �� PE 9 '7 �° r PE 91.1s� FL 90 4 j t' Az 16 171 �, < k HP 1 � � � � � ,� • `+� U3 PE 97.2 D �o PE 94.4 o s o, 1 + - :, 67.37 _ 65.63 ti 01 sm F �`' G 06 . 10 t - L 90 .8 � � � � TC •5 65.90 67.19 C:26 ��65 � � _; N L=11.09 <��•o HP ,p < 28 TC 95 i ioi . 00 - _ 3 B$ 202 oti' F H-� P2 2 m 10, FL 89.9 E $ 101. oo �`�' PE 93.2 �� , �j 9� a �cr ' r HP 52 o 217 2 �+ PE 90.2 160 ' at r Q rn �+ FL 92.9 a PE 925 < PE 90.5 FL89 -`` , 9� L • . F 17z r s HP HP e� 6 - ��--`�' 106.18 PE 96.7 ti/ �� e 1 f" m FL 90.2 PE 94.1 ,,� .- s . �► HP Y cp ry �, I 197 a 9 �► N 30 0 AFL 89 'E . o 198 p 1 ' �- E 94 94.6 - - TC =.- � io, . •, °� 203 k ✓ _ - 1 p1 -10 HP �n 10 i . oo P 93.9 �`' 1 ASP" - p 101.00 43 PE 9�.7 qp �G 90 m \, A_ ar ��• ; • 198 FL 92.4 ZG , 216 FL91 .9 237 �, PE 89.7 106 . i6 r 1 Jr9 °1 Q o" 19.71 PE 94.7 HP r PE 89.3 ,_------, Tc 94 . �� _ � U; " " F� � 173 " .. s31.6 3 A� � PE 92.2 � m 4 � � e6 �j L 22 93 PE 96.2 I U A I PE 93.7 `° �G 9� �.� °` 6 _ 1 3 s; , _ _ co ' TC 9.1.3 r'" TC 9i • 8 r� A2 so jC 92 5. 117 .9 ° # / r N _ - 10 = _� Ft_ gg.77 L=15.80 cJii t-- 96.4 10 ! . 00 _ _ - 19 _' :i 101.30 l01 - t 4 r 1 m r , o{ C , - 101. t, ► • 4 C 90 .2 ' FL 87. 7 "� � 54 N % j r M r o, ► -N ii . is � � m f PE 2.2 T � HP o PE 89.0 66 158 CA rn . �%' 91.9 N i cr 238 cn U FL 88.7 1 -1 "cin 174 , ••• - T '� 8S <'f s 1 9Q'• FL 91 .6 6D °D � i�P t PE 95.9 PE,- P 4.7 HP _ 215 P PE 8.CID 85 2 _ .,, 9 TC cv D 8 0 Tr 85.3 i� r M an - r y PE 91.9H o Tc - 106.`60 s _- TC 93.9 TC 91 .4 19 C F 94.4 40 _ _ 101 FL 87 8 �I A 3g • 6 f� 9`a � 0 26 101.00 TC y J 101.10 HP cn i PB 8. o ioi . 00 - L-10.01 o ® 1.30" 55 1 i ti c 9 0 uT r cgZ 22 . ^ o F 10 _ _ mo PE 88.1 0 F _ C i rn i �. L 17.54 h o F TC 89.9 FL 86.5 239 ao T 1 T PE 157 . cw F I 0 1.4 HP o TC FL p a _ 21.96 95 5 175 `� t '� 205 �,; N Pte- 3". J ea 4 H J N OE 93.0 o �N 194 PE 9 7 =* - - i 10 0 J TC 3. e j T 91. i cr `3 m 192 • 19�i N PE 94+.8 � � �0 2�"4 c+� a`C 84.0 j o r PE 93. ®m �•s PE 191.6 0 ;. ,� PE 94.2/ �s 25 n ff j FL 91.3 -J CID �F lu , - HP m - L 86 7 , + t o PE 95.6 W w i i s y n 126 TC FL 95.3 ,� i HP I 1 I o • 1 o an 206 o t e o Tc � 176 ° +� T 30- 240 PE 87.0 ,k o; r ! 1 6 PE 9.7 0 98 . , 91. ti 85:-g 0 65. 7 7 a C 8 5 �, PE o 70.0 0 87 MATCHLINE.2 n PLS 91.6 i` PE 91.x%' PE 9 ,�' 213 m Tc e3•s J ----__ - - SEE SHEET 3 �'E 91.2 ;/ 11 _ io 57 y UMEFW (KM UTILITIES PRIVATE ENGINEERING NOTE SEAL -- PE 86.6 AIT �B W �r THE I ATED I l CO STRUCTIOI Momme IwI AMT a �w win r �w IN THE UNI NCORPORATEO TERRITORY OF AIE IIOICAT® 11ITM AC�'tEp � THE COUNTY OF RIVERSIDE. CALIFORNIA FFMw.rls a� laTM sY AC PTII� COMTI� To w ..� m A �� ��(� I�3TIA I�$ TiBETq A!!8 OOO�ITIO� � AE OF 11M MVzll��ol� sw'ETY of - t N• 1 N E E R 1 N• TM lir LM I W --u T° me I�w+ LT "� E m PRECISE GRADING PLAN off 4 Cft TW �� U TOI r A IIv�M1 77- W C0 RMW CLUE ORAE. 8TE F-2 T To � �� me im o ' PALN O RT, CA . 9223 i To P97RC T!E FW �M ma 9� � M MO ALL lli�L ,��� > PREPARED E'Y�' ©ATE: (7r1M �s-7soe FAX c7so s Arra 01 BILITTtlTo an" AT THE SITE. l r E AE CMIMIG7- 1 727 Oi'8 IHILITY TO i10TiFlf TlE ANEI18 O* UTILIT1i� E I �LUMLIIT 0 SrmwDn mm- TRACT N0. 28243 aF 5 wm DAN _ KEITH A. CHRISTIANSEN ! 1'=40' mmc� SEE SHEET i IN THE SN 1/4 SECTION 31, T4S, R7E, SBM R.C.E. No. 50083 M►. DATE. 6-30-01 r AUG 1997 " Fm DEL NEBB CALIFORNIA CORP. DELTA/BEARING RADIUS LEN./DIST. TANGENT 1 N 03018'20"E 10.22 2 N 03018'20"E 315.00 3 2030'07" 2722.00 118.86 59.44 1003'34" 2722.00 50.33 25.17 • 98.7 y-` _ s 3° �► o _ o _-- o '�' 92 �o~ PE 2.5 i I s ti. j F .: I{, L 4 �' - w y _ 22g �s ti r t, 225 s- F . z ' I t o -� 227 0 �3- - FL 9 P , -' _ - PE 94.4 �---P-$-``9�4. � o _ �' / = HP 167 ,, �= 0 PE 93.9 228 /o �� - , r 168 P 5:`5 0 tO �� PE .4 , 9 ' i '3 . o PE 95.9 ,�• N ► D 9 0 .�3 �9 46 229 3 � � 165 J �, -� = Q �., � � � ., 0 92.2 '�- �� � �.. - yr 3 0 m .� 'ti 1 11 t J P J n o PE PIL` `� J E 98.1 J S 3 _ E 93.2 0 FL 91 �` .y p C 9 L*W.18 �. Q P I t ,PE . Q 0 t=T2 • �2 - w ° HP Z �- 3 i ! i rJ �� 'r► �Q L-92. ii L=8 i8 30 �s 6 3 �i 2 - - �, ,� ��• 75 tL=2.03. 5e. 9 ` P4 7 t i � - 97.3 - 2 _ F PE 92.8 r �-- I 97.6 7 6 F t TC. 32 26'0 101 'OA L=9. 75 T 93.8 ' Aa' ®3' C. / ~°P N/1� PE 91.9 �p0 <� ` e, �k' t ) TC r 1 67.67 r •�' o F�'� I •I6 °�Z o~ FL 91.6 A, �,�, j r .3 r ioi .99 9 h� 224 of °' �� F 231 B �� HP - "° p 94 -y 223 F a3. <� <�� • FL 91.3 \ o \s (OM SPAS 168 N •8 o PE 4� PE 92. 9 e HP 94.5 h Ja �0 9� , o 164 .. PE 95.3 W °' '"� 222 0 48 PE! 98.6 N _ �, ti PE 91.6 - �'L= lA _� PE 98.9 w TC 2 t PE 94.2 F FL 92.0 i ~° p ~ FL 91.3 L �` rn < ae sS�q HP i 4 HP oti t H 115.76 % a, TC 96.7 00 _ _ o 1 oo r. / 221 9 �e PE 92� 1 �o , t 141 i u� + 9 ' F r 1 L=51.29 L=66 • g,4 / PE 93.8 FL 93.2 p �9 � G 0 LHP -1. 0 -�', t i 1 1} ��� f _ �� p p� J r L 5 �V O HP Y �fl� 49 d \ k 1� !, , O°' r �, 169 = 4 �� FL 9i e do p - �.: 2 E 91.3 o . - 20 233 +,,o r 163 o m`t S6 H�_"f/r r N PE 98.3 o PE 95.2 _ � _ mss '� 0°� FL 91 0� o ISE 98. P .5 p PE 6 �L 1 to 9� HP 2 10 �, � s4 E 93 �� 91 � •"o r i o tl `t ' A 1 �0 TC - L=74. �I a PRBR. R/11 �o FL 92 9 p� �� FL 90 7 1 I 1 TC 96 ioi • 04 - L;91- ° HP P 7 4 5 HP F L 91 . ti '� 3 �, I 1 � I 1 ' i2 _ - '� _ - • oo � se HP o'' • � ��� 50 � , •. ``, _ , � � z- Q _ _ s s � 219 � e - r� - ��' PE91.0 J Pftw. ran � 34 162 'O' r °' c WTT� �� v P L=20.68 ,� E 3 9 . k`' 170 �.� f 91 PE 91.3 <'s - E PE 97.7 D s co co O 90.7 29 P$ 94.8 199 91.0 LHp I F �- - - o cs+ Tc 92.6 w 200 P z �+ '� v� �j HP --90.4 �� e PB,1 - PE �^ a FL 2.6 10 0 �� ' o 'TC 95.6 ioi • 00 94.8 '" PE 94.4 0 �' y 2 L=17 .03 p'� �G ♦o HP ` io1 201 G�ti 218 _ . _ _oo ,� °' ss 51 t _i25 47 t t s ; ,� r ah gyp. +9 PE 92.9 L -1x.11 235 PE 90.7 "A .9rn I r a' �� �� �Q �� PE 9 '7 �° r PE 91.1s� FL 90 4 j t' Az 16 171 �, < k HP 1 � � � � � ,� • `+� U3 PE 97.2 D �o PE 94.4 o s o, 1 + - :, 67.37 _ 65.63 ti 01 sm F �`' G 06 . 10 t - L 90 .8 � � � � TC •5 65.90 67.19 C:26 ��65 � � _; N L=11.09 <��•o HP ,p < 28 TC 95 i ioi . 00 - _ 3 B$ 202 oti' F H-� P2 2 m 10, FL 89.9 E $ 101. oo �`�' PE 93.2 �� , �j 9� a �cr ' r HP 52 o 217 2 �+ PE 90.2 160 ' at r Q rn �+ FL 92.9 a PE 925 < PE 90.5 FL89 -`` , 9� L • . F 17z r s HP HP e� 6 - ��--`�' 106.18 PE 96.7 ti/ �� e 1 f" m FL 90.2 PE 94.1 ,,� .- s . �► HP Y cp ry �, I 197 a 9 �► N 30 0 AFL 89 'E . o 198 p 1 ' �- E 94 94.6 - - TC =.- � io, . •, °� 203 k ✓ _ - 1 p1 -10 HP �n 10 i . oo P 93.9 �`' 1 ASP" - p 101.00 43 PE 9�.7 qp �G 90 m \, A_ ar ��• ; • 198 FL 92.4 ZG , 216 FL91 .9 237 �, PE 89.7 106 . i6 r 1 Jr9 °1 Q o" 19.71 PE 94.7 HP r PE 89.3 ,_------, Tc 94 . �� _ � U; " " F� � 173 " .. s31.6 3 A� � PE 92.2 � m 4 � � e6 �j L 22 93 PE 96.2 I U A I PE 93.7 `° �G 9� �.� °` 6 _ 1 3 s; , _ _ co ' TC 9.1.3 r'" TC 9i • 8 r� A2 so jC 92 5. 117 .9 ° # / r N _ - 10 = _� Ft_ gg.77 L=15.80 cJii t-- 96.4 10 ! . 00 _ _ - 19 _' :i 101.30 l01 - t 4 r 1 m r , o{ C , - 101. t, ► • 4 C 90 .2 ' FL 87. 7 "� � 54 N % j r M r o, ► -N ii . is � � m f PE 2.2 T � HP o PE 89.0 66 158 CA rn . �%' 91.9 N i cr 238 cn U FL 88.7 1 -1 "cin 174 , ••• - T '� 8S <'f s 1 9Q'• FL 91 .6 6D °D � i�P t PE 95.9 PE,- P 4.7 HP _ 215 P PE 8.CID 85 2 _ .,, 9 TC cv D 8 0 Tr 85.3 i� r M an - r y PE 91.9H o Tc - 106.`60 s _- TC 93.9 TC 91 .4 19 C F 94.4 40 _ _ 101 FL 87 8 �I A 3g • 6 f� 9`a � 0 26 101.00 TC y J 101.10 HP cn i PB 8. o ioi . 00 - L-10.01 o ® 1.30" 55 1 i ti c 9 0 uT r cgZ 22 . ^ o F 10 _ _ mo PE 88.1 0 F _ C i rn i �. L 17.54 h o F TC 89.9 FL 86.5 239 ao T 1 T PE 157 . cw F I 0 1.4 HP o TC FL p a _ 21.96 95 5 175 `� t '� 205 �,; N Pte- 3". J ea 4 H J N OE 93.0 o �N 194 PE 9 7 =* - - i 10 0 J TC 3. e j T 91. i cr `3 m 192 • 19�i N PE 94+.8 � � �0 2�"4 c+� a`C 84.0 j o r PE 93. ®m �•s PE 191.6 0 ;. ,� PE 94.2/ �s 25 n ff j FL 91.3 -J CID �F lu , - HP m - L 86 7 , + t o PE 95.6 W w i i s y n 126 TC FL 95.3 ,� i HP I 1 I o • 1 o an 206 o t e o Tc � 176 ° +� T 30- 240 PE 87.0 ,k o; r ! 1 6 PE 9.7 0 98 . , 91. ti 85:-g 0 65. 7 7 a C 8 5 �, PE o 70.0 0 87 MATCHLINE.2 n PLS 91.6 i` PE 91.x%' PE 9 ,�' 213 m Tc e3•s J ----__ - - SEE SHEET 3 �'E 91.2 ;/ 11 _ io 57 y UMEFW (KM UTILITIES PRIVATE ENGINEERING NOTE SEAL -- PE 86.6 AIT �B W �r THE I ATED I l CO STRUCTIOI Momme IwI AMT a �w win r �w IN THE UNI NCORPORATEO TERRITORY OF AIE IIOICAT® 11ITM AC�'tEp � THE COUNTY OF RIVERSIDE. CALIFORNIA FFMw.rls a� laTM sY AC PTII� COMTI� To w ..� m A �� ��(� I�3TIA I�$ TiBETq A!!8 OOO�ITIO� � AE OF 11M MVzll��ol� sw'ETY of - t N• 1 N E E R 1 N• TM lir LM I W --u T° me I�w+ LT "� E m PRECISE GRADING PLAN off 4 Cft TW �� U TOI r A IIv�M1 77- W C0 RMW CLUE ORAE. 8TE F-2 T To � �� me im o ' PALN O RT, CA . 9223 i To P97RC T!E FW �M ma 9� � M MO ALL lli�L ,��� > PREPARED E'Y�' ©ATE: (7r1M �s-7soe FAX c7so s Arra 01 BILITTtlTo an" AT THE SITE. l r E AE CMIMIG7- 1 727 Oi'8 IHILITY TO i10TiFlf TlE ANEI18 O* UTILIT1i� E I �LUMLIIT 0 SrmwDn mm- TRACT N0. 28243 aF 5 wm DAN _ KEITH A. CHRISTIANSEN ! 1'=40' mmc� SEE SHEET i IN THE SN 1/4 SECTION 31, T4S, R7E, SBM R.C.E. No. 50083 M►. DATE. 6-30-01 r AUG 1997 " Fm DEL NEBB CALIFORNIA CORP.