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909xx_grRAMON > ,'4Zj' f0 FoANK SINATRA DR Q PROMECT SITE �qM Y n � Cn COUNTRY CLUB DR. PALMS STATE PARK (PROPOSED) 36TH ST Ia 38TH AVE. 40TH ST. W w w O f- Y o PROPOSED z �I0 CUT/FILL LINE -0 � 14 13 I I GOLDEN REEds DRIVE z z a 7 9 PROPOSED N BERMUDA DUNES z ANAT SLOPE 44TH ST. s 1 7 a s I 3 2 i I 2191 21a 217 T.P. TOP PAVEMENT 47TH AVE. 132 TOP CURB P.L. BRANDYWINE AVENUE 17 INDIAN ecxR SHOW BB1'"""" 1 57 54 51 55 50 BELLS 131 252% I 1 22 VICINITY MAP N.T.S. LEGEND EXISTING CONTOUR ire PROPOSED CONTOUR lie CUT/FILL LINE -0 ------------ -� 14 13 I I GOLDEN REEds DRIVE EXISTING ELEVATION 7 9 PROPOSED ELEVATION ase o FLOW ARROW ANAT SLOPE 9 e 1 7 a s I 3 2 i I 2191 21a 217 T.P. TOP PAVEMENT T.C. 132 TOP CURB P.L. BRANDYWINE AVENUE 17 PROPERTY LINE 10' I 1 EUILDING I . REAR YARD i ENVELOP� j SETBAiOC I ► PL PL I I PAD El - 1z -1z MIN. IZ MIN.I L- 55SETBAL C YARD 2.5' 20FRONT YARD ._G SETBACK LINE : PROPOSED CURB G GUTTER TYPICAL LOT GRADING N.T.S. IN THE UNINCOFlPORATED TEF#iITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA PRECISE GRADING PLAN TRACT N0. 27500 DEL WEBB 'S SUN CITY PALM DESERT r- - - - - - - - - - - - - - I 1 - - - - - - - - - - - - - - - -r - - - - T - - - I I I I - - - - - - - - - - - - - - - - I I I 1 1 14 13 I I GOLDEN REEds DRIVE 77-682 COUNTRY CLUB PALM DESERT, CA. I I 1 � 7 9 I I PH: (760) 345-7808 f I . 4 ANAT 12 9 e 1 7 a s I 3 2 i I 2191 21a 217 I 1 53 52 33 � 132 24 � I 23 BRANDYWINE AVENUE 17 I ecxR SHOW BB1'"""" 1 57 54 51 55 50 3 4 a 35 131 252% I 1 22 i / 1 B 2 ` I IM1167 IN les 1 58 59Q 60 G 56 49 ¢ 36W 130 26u) 1 21 19 3 �� ISI 1 61 'y4g 37 _j �9 u, 20 1 4 tf;/ 186 Is4 103182 1 I 63 6* 77 47 38 >?B < 27 0 1 5 6 y 1 i 6 65 69 76 Q 4 46 39 1 � 9 111 10 7 �f Bo , 1 212 214 211 213 66 70 75 45 40 14 i3 12 • I 67� 71 74 44 41 16 �5 I / r 2I1 SITE 68 72 73 43 1 42 I 1 �/ 210 1 78 Cc 79 1 BELEK DRIVE I ADAMSISTREET 1 I fsEE 3aoEET I I I - - - - - - - - - ---------------- - - - - i - - - - L - - - - ------ ----[C--- R/ SCALE: 1" - 200' INDEX MAP SCALE: 1'=200' PRO PL WALL CENTERED ON PL I I1= BACK TO BACK PL MIN. MIN. SIDE TO SIDE PL ON OUTSIDE FACE RONT 18° . IIS BACK TO G. C. OR G. B. 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 � I--,--,--� -/-`7' -roR� N.T.S. 15' REAR YAW SETBUX ENVELOP �1 1 EPL Ft I I NP I PAD E -EV _ A _ '05 3 pyo -0 3 1i MIN. 1z Na. I i �--- 5' SIDE YARD I SETBACK I 2.5' 2.5' r--- ~ , 2.5' 2.S' W X 16' BLOCK J I' MORTAR CAP V w VARIES 22'-16' 4' 01 wl cn . - 4 20' FRONT YARD e e 4 ', 4 , � 4 / R/ SETBACK LINE 1' DEEP OMIT BLOCKS TO PERMIT FOUNDATION ORALMAGE ONTO GOLF PRi a� R! AJTTEii COURSE M1ERE PLAN DICTATES 5' 1.51 61-64 TYP . TYPICAL LOT GRADING (DRAIN TO GOLF) a LOTS 3 - 16w 61-64 BENCHMARK: N7s OMIT BLOCK DETAIL (DRAIN TO GOLF) ti/7S Underground Service Alert RIVERSIDE COUNTY BENCHMARK: MASS DISK IN CONCRETE POST, STAMPED 603-37 SOILS ENGINEER: 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' Cali: TOLL FREE CYLINDER. MONUMENT IS 6.0 FEET BELOW RAILROAD TRACKS AND 0.8 FOOT ABOVE HILLTOP GEOTECHNICAL NORTHWEST5OFOFEET TELEPHONETPOLETOF W/NONNNUMBER. MONUMENT INGTON ST. EPOLESLINE 296.0 FEET 27210 E. 3RD STREET 1-800 SOUTHEAST OF OLD WASHINGTON STREET, 44.0 FEET SOUTHEAST OF SOUTHEAST BOUND HIGHLAND, CALIFORNIA 92346 TRACT OF RAILROAD 422-4133 ELEVATION: 103.651 ADJUSTMENT: 1970 PH: ( 909) 862-0897 TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PIMiSUUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARRMNLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR MILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REOUIRE- HENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. SEAL 20' Y U a 15' m LU 10' LO Z. VARIES PAD J VARIES m SUB -GRADE TYPICAL GRADED SECTION DEVELOPER: DEL WEBB CALIFORNIA CORPORATION 39755 BERKEY DRIVE PALM DESERT, CALIFORNIA 92211 PH: (760) 772-5300 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 = I% 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 1' 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. B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY STONEY -MILLER CONSULTANTS DATED SEPTEMBER 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. 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. 11. 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 PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 15. DIST 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 ADJOINING PROPERTIES DURING GRADING OPERATIONS. 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 HEIGHT. 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 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. EARTHWORK QUANTITIES CUT: 11970 C.Y. FILL: 13620 C.Y. SHRINKAGE (20%) = 2390 C.Y. IMPORT = 4040 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 4 OF 4 NOTE: EXISTING CHANNEL IS A GREENBELT/DRAINAGE OUTLET TOPO SOURCE: FIELD SURVEY BY CAL SURV DATED 2/25/97. IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA WA430H Or Chiu [RIaTIb%HaEH► PRECISE GRADING PLAN SHT. EN0INEEIRIN0 77-682 COUNTRY CLUB PALM DESERT, CA. DRIVE, STE F-2 92211 TRACT NO 27500 PH: (760) 345-7808 FAX: (760) 345-4727 . 4 � mm PREP R TE: LOCATED IN THE SOUTHWEST CORNER OF SECTION 31 -- TOWNSHIP 4 SOUTH, RANGE 7 EAST, S . B . B . M . CMI[STIANSEN - ecxR SHOW BB1'"""" RIVERSIDE COUNTY, CALIFORNIA SEE TITLE SHEET oEsisNm BY: oNu►WH or cHEaaeo eY: -_ R.C.E. N0. 50083 EXP. DATE: 6/30/97 DnTE: FEB. 1997 Fm DEL WEBB CALIFORNIA CORP. 'LAN SHT i TRACT 27500 - 1001(0,37]PF: 27500 7001 29 -Apr -97 03:03 PM / 037.1600-20 909101pxxT � as 87 84 . e 11 + a.r4.�D'4.• , w ACCT 2773(33-� m ®' 12 to 89 252®2v3® 7 I W WS Z. 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Box - - - o` - - - - - - - �' - - - - - - "=' - - - - - - ._. «.� - ._. -X ci nnS SIDEWALK Underground Se ice Alert , 0z A CDL.J . + _ + 87 88 -t+ -t 87 � 84 , da 63 � 2-41 047 �- m a, 9 .� 04 ju b WO KING DAYS BEFORE YOU DIG � � �� jb \\ Ln� -� 2 UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL IN THE UNINCORPORATED TERRITORY OF ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY 'x THE COUNTY OF RIVERSIDE, CA OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE QO C� W J� D� U� I �( PRECISE GRADING PLAN sHT . 2 THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE - THESE PLANS OR PROCEEDING WITH IMPROVEMENTS HAMLANT THERETO, AGREES INCLUDING DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, E N a � N E E R I N 0 TRACT 27500 TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARILESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- -� 77-662 COUNTRY CLUB DRIVE. STE F-2 RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREESP B TE: PALM DESERT. CA. 92211 - A EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND. INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM / MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE � PH: (760) 345-7806 FAX: (760) 345-4727 UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING K TH CHRIS IANSEN� 1 =4O OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. SQO*WS(: STRUCTURES CONCERNED BEFORE STARTING WORK. SEE SHEET 1 IN THE SE 1/4 OF SECTION 6, T 5 S, R 7 E. SBM oEsnNEn eY: omm or CMECMM Or: R.0 . NO. 50083 EXP. DATE: 6-30-97 WITS APRIL 1997 Fm DEL WEBB CALIFORNIA CORP W. 0. "ft a "? ;px I 7 I + 41 232/72- - I I � It'► EXISTI I GA e N 03003_01'E ` a 249.00 N 03.03'01'E~ ` 49.00 6.60%) • { ip _ p �y cv + EXIST. r RANI 83.27 86.0 0 T '� to `„�2 81.0010 N ! flI G/ 4 g FF !0.! 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THE OWNERI, BY ACGEPTING CONDITIONS TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE ..� � ®a At CNR14TOAH*LSH PRECISE GRADING PLAN slir. 3 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES COMOITIOMlS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS Yl� O I Id E E R I PI OESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- TRACT 27500 RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO 77-682 COUNTRY CLUB DRIUE, STE F-2 REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHODUE P ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES PRE PALM DESERT, CA. 9221! ,� EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM PH: (760) 345-7808 FAX: (760) 345-4727 OF _= SHTS MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHMLL BE THE CONTRACT- PERFORMIAMICE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UlTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.mm ANS- K T;.7NO. CHRISTIANSEN SI'JILE 1':40' ®QiWrC }� STRUCTURES CONCERNED BEFORE STARTING WORK. DATE SEE SHEET 1 IN THE SE 1/4 OF SECTION 6, T 5 S. R 7 E, SBM °R""" R.C. 50083 EXP. DATE: 6-30-97 oMTe APRIL 1997 Fat DEL WEBB CALIFORNIA CORP r.o. Nor ,e ar BIMrF1Rios i�?jmm 41mr*' 1ommooki/m a~ 7n►6W0 909 Xx