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912ee_grGENERAL NOTES IN THE COUNTY OF RIVERSIDE I. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, ROU H/ PRECISE RADIN APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE TRACT N 28242 = 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 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. M I N I MUM CUT AND FILL SLOPES = 2: 1 (UNLESS OTHERWISE SEL WEg0. g�d0• LOT 6SHOWN). TRACT NO. 27090 4. PROVIDE 5' WIDE BY I' HIGH BERM OR EQUIVALENT ALONG THE GOLF GOURSE TOP OF ALL FILL SLOPES OVER 5' HIGH. 2 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 �C 133 132 131 BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF 135134• 130 COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE == 129 ` APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING BANYON GROPE 138 139 128 ` PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, GT' 136 13 . ELEVATION AND LOCATION OF CUT FILL SLOPES. 14342141 126 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YEAR Q STORM \ __:: = 125 ALONG TOP OF SLOPE. FREISHA =`_ 4 4 47 124 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS 144 4 148 GREATER THAN ONE FOOT. 151 5 122 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH _== 121 RECOMMENDATIONS OF THE PRELIMINARY I M I NARY SOILS I NVEST I GAT I ON DAMASK 5 115 120 BY REPORT ON PRECISE GRADING LOTS 1-59 TRACT 28242 AND X25 LOTS 1-109 TRACT 28244 BY HILLTOP GEOTECHNICAL INC. I JANUARY 10, 1997 AND SUPPLEMENTAL GEOTECHNICAL GRADING ` 5 5 5 56 RECOMMENDATIONS PLANNING AREAS 5 AND 14 NOVEMBER 18, 996 SUN CITY., PALM DESERT DEL WEBB CALIFORNIA, INC. 1 SIDE REAR R R OVERBUILD PAD 2' WHEN OVERBUILD PAD 2' PAD ELEVATION DIFFERENTIAL WHEN PAD ELEVATION PAD ELEV. IS BETWEEN 0.5' AND 1.0'. DIFFERENTIAL EXCEEDS INCLUSIVE PERAD ELEV PLAN 1.0, PER PLAN7 q PAD ELEV. qui, 2 PAD ELEV. 4 PER PLAN PER PLAN I TYPICAL SIDE YARD AND REAR YARD GRADING SECTION VIEWS N.T.S. I \ . --A TRACT 2- i 109 108 --- 107 rt4 LOT 20 l06 7RAG7 NO, 27090 10510 GOLF COURSE LOT FRONTS STREET CONDITION PAD ELEV. PER PLAN_71m R/W 20• 20' FUTURE I' IMPROVEMENTS N 0.0' FINISHED GRADE STREET UNUERCU I T ELEVATION PER PLAN TYPICAL STREET SECTION N.T.S. I 73 72 71 70 47 46 45 3 82 8 84 74 48 =- APPROVAL OF FINAL INSPECTION. w 100 89 99 88 87 8149 6g 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE �1 I / / 98 97 96 95 94 93 92 90 80 75 68 50 GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND i„ / „=`:..:::: . ...:..... __-__ .. _- - 79 67 76 OTHER DELETERIOUS MATERIAL. / Z / / man V' - WEL 77 s651 1 I MMSAM SIT 78 _ 52 13. IF STEEP SLOPING TERRAIN OCCURS UDDER WHICH FILL IS TO / 2 ✓ _ 64 so 59 53 BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL 63 61 54 BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO 3 5s55 PLACEMENT OF FILL MATERIAL. VARNER ROAD 14. D U R I N G ROUGH GRADING OPERATIONS AND PRIOR TO 118 ` THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, 161 162 `:` 117 BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO �� 116 FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION P R E V E NT PONDING WATER AND DAMAGE TO ADJACENT ALLEGRO , 16 6 163 THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE PROPERTIES. CT. ' RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. DUST AND BLOW SAND SHALL BE CONTROLLED IN ACCORDANCE 111 WITH RIVERSIDE COUNTY ORDINANCE NUMIBER 742. � ==-` 113 10. THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST I 6 168 -' 112 DEPARTMENT, 46209 OASIS STREET, ROOM 209, I ND I O, CA CONTINUE TO FUNCTION, ESPECIALLY DURING STORM 166 92201, TELEPHONE (760) 863-8271, AT LEAST 24 HOURS IN AND DRAINAGEING 111 ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE PROTECTT ADMJOINARY PROVVISIONSCONDITIONS. MUSTTEBEIVE USEDETOURES PROPERTY 1 WELL 110 INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO SCALE I'= 300' 17. SITE BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. AND FIVE TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS SPECIAL NOTES ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. I. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR 11. CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL 300 0 300 600 COUNTY APPROVAL OR DURING CONSTRUCTION, THE CONTRACTOR SHALL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 3 IN IMMEDIATELY CONTACT THE PRIVATE ENGINEER FOR CLARIFICATION. (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY INDEX MAP SHALL BE GIVEN. 2• PRIVATE ENGINEER WILL NOT BE PROVIDING INSPECTION SERVICES 19. IN ACCORDANCE WITH ORDINANCE NUMBER 457 PRIOR TO THE OR CONSTRUCTION REVIEW. THESE FUNCTIONS ARE THE IN FILL. RESPONSIBILITY OF THE COUNTY AND/OR THE GENERAL CONTRACTOR. TRACT 2- i 109 108 --- 107 rt4 LOT 20 l06 7RAG7 NO, 27090 10510 GOLF COURSE LOT FRONTS STREET CONDITION PAD ELEV. PER PLAN_71m R/W 20• 20' FUTURE I' IMPROVEMENTS N 0.0' FINISHED GRADE STREET UNUERCU I T ELEVATION PER PLAN TYPICAL STREET SECTION N.T.S. I 73 72 71 70 47 46 45 3 82 8 84 74 48 =- APPROVAL OF FINAL INSPECTION. w 100 89 99 88 87 8149 6g 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE �1 I / / 98 97 96 95 94 93 92 90 80 75 68 50 GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND i„ / „=`:..:::: . ...:..... __-__ .. _- - 79 67 76 OTHER DELETERIOUS MATERIAL. / Z / / man V' - WEL 77 s651 1 I MMSAM SIT 78 _ 52 13. IF STEEP SLOPING TERRAIN OCCURS UDDER WHICH FILL IS TO / 2 ✓ _ 64 so 59 53 BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL 63 61 54 BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO 3 5s55 PLACEMENT OF FILL MATERIAL. VARNER ROAD 14. D U R I N G ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO DATE BY MARK APPR. DATE P R E V E NT PONDING WATER AND DAMAGE TO ADJACENT ENGINEER REVISIONS COUNTY DATE PROPERTIES. 15. DUST AND BLOW SAND SHALL BE CONTROLLED IN ACCORDANCE WITH RIVERSIDE COUNTY ORDINANCE NUMIBER 742. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM INTER AND DRAINAGEING STATE PROTECTT ADMJOINARY PROVVISIONSCONDITIONS. MUSTTEBEIVE USEDETOURES PROPERTY IO DURING GRADING OPERATIONS. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS SPECIAL NOTES ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. I. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION, COUNTY APPROVAL OR DURING CONSTRUCTION, THE CONTRACTOR SHALL WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION IMMEDIATELY CONTACT THE PRIVATE ENGINEER FOR CLARIFICATION. (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND THE COUNTY. SHALL BE GIVEN. 2• PRIVATE ENGINEER WILL NOT BE PROVIDING INSPECTION SERVICES 19. NO ROCKS GREATER THAN 6' IN DIAMETER ARE TO BE PLACED OR CONSTRUCTION REVIEW. THESE FUNCTIONS ARE THE IN FILL. RESPONSIBILITY OF THE COUNTY AND/OR THE GENERAL CONTRACTOR. ENGINEER ACCEPTS NO LIABILITY FOR SUCH FUNCTIONS OR WORK 20. NO FILL IS TO BE PLACED UNTIL PREPARATION OF THE THEREOF. ORIGINAL GROUND IS APPROVED. 3. ANY CONTRACTOR PERFORMING WORK ON THE PROJECT SHALL 21. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE LL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING F I E L D PRIOR COMMENCEMENT OF ANY DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT CONSTRUCTION/GRADING. SUCH FACILITIES ARE SHOWN ON THESE PLANS. 22. NO OBSTRUCTION OF FLOOD PLAINS OR (NATURAL WATER COURSES SHALL BE PERMITTED. € R WHERE OCCURS R/W ON PLAN 23. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED 15' WHEN LOT FRONTS STREET I �'' 4' 2' SHALL BE PROVIDED WITH ROSEA I CE PLANT (OR EQUAL) 5' WHEN LOT SIDES STREET R/W & VAR. GROUND COVER AT 12' ON CENTER. SLOPES EXCEEDING 15' IN 20' 20' PROPOSED VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED TREES PROJECT WALL SPACED NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TOFUTURE EXCEED 10', OR A COMBINATION OF SHRUBS AND TREES NOT TO PAD ELEV. 4' COMMERCIAL EXCEED 15' IN ADDITION TO A GRASS M I X OR GROUND COVER. PER PLAN SLOPES EXCEEDING 4' IN VERTICAL HEIGHT SHALL BE FG FUTURE 1- IMPROVEMENTS 1' q' FG ' 1 4 PROVIDED WITH AN IN -GROUND IRRIGATION SYSTEM. SLOPES 2 EQUAL TO OR LESS THAN 4' MAY BE IRRIGATED BY HOSE BIB I 1 LOCATED AT THE TOP OR TOE OF THE SLOPE, SPACED TO MAKE` - USE OF A HOSE NO LONGER THAN 50' IN LENGTH. THE FG-Nd•a IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE FINISHED GRADE STREET BACKFLOW DEVICE PER U.P.C. , CHAPTER 10. UNDERCUT PER PLAN TYPICAL STREET SECTION N.T.S. Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG /usr/proldato/r-grp/d-12569/569grd29.dgn NO �Fy Q 70' MIN. GOLF COURSE PLAN COUNTY DEL WEBB RIVERSIDE gee SUN CITY P���GRO w 10 ` VgRh 0� DS R Q ��,FRRO G z N.T.S. PALM �. DESERT _ SITE 40TH ST. COUNTRY Cm I vvgRNFR °M° I o R0, _J1 "I z N v� I Ln a of 3 a 1. 61 LOT FRONTS STREET CONDITION 2 I IL PAD ELEV. - PER PLAN o 0 -- 'oU------ - -- I 5'SDE YARD SETBACK (INT. LOTS) 10' SDE YARD SETBACK i (COR. LOTS) I y H.P. PE -0.3' P.E.=1(1.7'-2.5') + ELEV. z I HIGH SIDE OF LOT7 2.5' I I I z BUILDING 2!1 ENVELOPE I� "ZFj, +p N BUILDING SETBACK LINE a R/W ' SLSTREET S- � � - CAUTION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. LOT ADJACENT TO GOLF COURSE Q USEABLE REAR YARD AREA - REAR YARD SETBACK LINE - 5' SIDE YARD SETBACK (INT. LOTS) H.P. PE -0.3' f40 5' SIDE YARD SETBACK • (INT. LOTS) 10' SIDE YARD SETBACK (COR. LOTS) , VICINITY MAF 50', 60', OR 70' MIN. HEIGHT OF SLOPE VARIES ���• (2:1 MAX.) QpQ 41 i - �' USEABLE REAR ` YARD AREA H.P. � I P.E.-0.3' I SETBACKAR RLINE I 2.5' --I 5' SIDE YARD / SETBACK I / 1 (INT. LOTS) I P.E. NX -2.51 + ELEV.( z HIGH SIDE OF LOT] 2.5' I I i I BUILDING i ENVELOPE I i L0- 1Fv I Qp0 F' N BUILDING SETBACK LINE R/W FBF` S SLS X rt STREET SiOFS LOT NOT ADJACENT TO GOLF COURSE LOT GRADING DETAILS N.T.S. SEAL PREPARED UNDER THE DIRECT( OF: QROFESSIOVI,, N,1CHF( "`Il 4 EDWARD M. RATICA R.C.E. 468, ti � wP . 46804 z � DATE: Zs REGISTRATION EXPIRES 6-30-99 No Exp.6-30-99 APPROVIfD BY: 114 I V IV ATF CA1XF�DATE: WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT COUNTY OF RIVERSIDE STANDARDS AND SPECIFICATIONS, DEL WEBB'S STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. PRIVATE ENGINEER'S NOTE TO CONTRACTOR ALL CONTRACTORS AND SUB -CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATION SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUB -CONTRACTORS SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENTOF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS.' THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB -CONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. OWNER DEVELOPER DEL WEBB CALIFORNIA CORPORATION 39755 BERKEY DRIVE PALM DESERT, CA 92211 (619) 772-5372 LEGAL DESCRIPTION BEING A PORTION OF PARCEL 'A' AND 'B' OF LOT LINE ADJUSTMENT 3816 RECORDED OCTOBER 16, 1995 AS INSTRUMENT NO. 344035, GRANT DEED GRANT DEED RECORDED OCTOBER 16, 1995 AS INSTRUMENT NO. 344036, RECORDS RIVERSIDE COUNTY CALIFORNIA AND A PORTION OF LOTS 16, 19 AND 21 OF TRACT 27090, ON FILE IN THE OFFICE OF SAID COUNTY RECORDER IN BOOK 238 OF MAPS, PAGES 27 THROUGH 36 INCLUSIVE, RECORDS OF RIVERSIDE COUNTY, ALSO LYING WITHIN FRACTIONAL SECTION 6 T. 5S R, 7E S.B.M. SOILS ENGINEER HILLTOP GEOTECHNICAL, INC. 27210 EAST THIRD STREET HIGHLAND, CALIFORNIA 92346 PH (909) 862-0897 FAX (909) 862-7069 GRADING TOLERANCE NOTE GRADING SHALL BE DONE WITH A TOLERANCE OF 0.1 FOOT OF THE GRADES AND ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE CONSTRUCTED WITH 0.5 FOOT OF THE LOCATION SHOWN ON THESE PLANS. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING A FINISHED SURFACE THAT WILL NOT POND. ESTIMATED GRADING GOANTITIES I. ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. 2. ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE GEOMETRIC VOLUMES AND DO NOT ACCOUNT FOR LOSS DUE TO SHRINKAGE OR COMPACTION. EMBANKMENT = 3420 CY. EXCAVATION = 3420 CY. TOPOGRAPHY SOURCE TOPOGRAPHY SOURCE IS PER AERIAL TOPOGRAPHY PRODUCED BY PICTORIAL SCIENCE INC., DATED 1989 AND REVISED BY AS -GRADED FIELD MEASUREMENTS BY RICK ENGINEERING DATED JAN., 1997 LEGEND 98.6 H.P.------- ----------------- - - - - -- HIGH POINT 2-'o L_ �8------------------------ - - - - -- - LOW POINT 99.2 F.G. ------------ - - - - -- FINISHED GRADE (SEE TYPICAL STREET SECTION THIS SHEET) --90-- - - - - - - - - - - - - - - - - - - - - - - - -- PROPOSED CONTOURS - 9p - - - - - - - - - - - - - - - - - - - - - - - -- EXISTING CONTOURS BENCHMARK: RIVERSIDE COUNTY BENCHMARK: BRASS DISK IN CONCRETE POST, STAMPED 603-37-68 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 INCH CONCRETE CYLINDER. MONUMENT IS 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, NO NUMBER. MONUMENT IN POLE LINE 296.0 FEET SOUTHEAST OF OLD WASHINGTON STREET, 44.0 FEET SOUTHEAST OF SOUTHEAST BOUND TRACT OF RAILROAD. ELEV. 103.651 ADJUSTMENT 1970 MICK ENGINEERING COMPANY 1 1 3050 Chicago Avenue Suite 100 Riverside, CA 92507 (909) 782-0707 SCALE: BENCH MARK: AS SHOWN SEE ABOVE DATE: OCT. 1997 ROUGH/PRECISE GRADING PLAN TRACT NO.28242 I IN THE COUNTY OF RIVERSIDE N 1/2, SECT. 6, T. 5S., R 7E., SBBM of 7 SHEETS FILE NO. W.O. FOR: DEL WEBB CALIFORNIA, INC. F.B. PLOT DATE: 25-NOV-1997 JN 12569 RECOMMENDED FOR APPROVAL DATE DATE BY MARK APPR. DATE CHECKED BY ENGINEER REVISIONS COUNTY DATE DESIGNED BY: DRAWN BY: CHECKED BY: LOT ADJACENT TO GOLF COURSE Q USEABLE REAR YARD AREA - REAR YARD SETBACK LINE - 5' SIDE YARD SETBACK (INT. LOTS) H.P. PE -0.3' f40 5' SIDE YARD SETBACK • (INT. LOTS) 10' SIDE YARD SETBACK (COR. LOTS) , VICINITY MAF 50', 60', OR 70' MIN. HEIGHT OF SLOPE VARIES ���• (2:1 MAX.) QpQ 41 i - �' USEABLE REAR ` YARD AREA H.P. � I P.E.-0.3' I SETBACKAR RLINE I 2.5' --I 5' SIDE YARD / SETBACK I / 1 (INT. LOTS) I P.E. NX -2.51 + ELEV.( z HIGH SIDE OF LOT] 2.5' I I i I BUILDING i ENVELOPE I i L0- 1Fv I Qp0 F' N BUILDING SETBACK LINE R/W FBF` S SLS X rt STREET SiOFS LOT NOT ADJACENT TO GOLF COURSE LOT GRADING DETAILS N.T.S. SEAL PREPARED UNDER THE DIRECT( OF: QROFESSIOVI,, N,1CHF( "`Il 4 EDWARD M. RATICA R.C.E. 468, ti � wP . 46804 z � DATE: Zs REGISTRATION EXPIRES 6-30-99 No Exp.6-30-99 APPROVIfD BY: 114 I V IV ATF CA1XF�DATE: WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT COUNTY OF RIVERSIDE STANDARDS AND SPECIFICATIONS, DEL WEBB'S STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. PRIVATE ENGINEER'S NOTE TO CONTRACTOR ALL CONTRACTORS AND SUB -CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATION SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUB -CONTRACTORS SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENTOF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS.' THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB -CONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. OWNER DEVELOPER DEL WEBB CALIFORNIA CORPORATION 39755 BERKEY DRIVE PALM DESERT, CA 92211 (619) 772-5372 LEGAL DESCRIPTION BEING A PORTION OF PARCEL 'A' AND 'B' OF LOT LINE ADJUSTMENT 3816 RECORDED OCTOBER 16, 1995 AS INSTRUMENT NO. 344035, GRANT DEED GRANT DEED RECORDED OCTOBER 16, 1995 AS INSTRUMENT NO. 344036, RECORDS RIVERSIDE COUNTY CALIFORNIA AND A PORTION OF LOTS 16, 19 AND 21 OF TRACT 27090, ON FILE IN THE OFFICE OF SAID COUNTY RECORDER IN BOOK 238 OF MAPS, PAGES 27 THROUGH 36 INCLUSIVE, RECORDS OF RIVERSIDE COUNTY, ALSO LYING WITHIN FRACTIONAL SECTION 6 T. 5S R, 7E S.B.M. SOILS ENGINEER HILLTOP GEOTECHNICAL, INC. 27210 EAST THIRD STREET HIGHLAND, CALIFORNIA 92346 PH (909) 862-0897 FAX (909) 862-7069 GRADING TOLERANCE NOTE GRADING SHALL BE DONE WITH A TOLERANCE OF 0.1 FOOT OF THE GRADES AND ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE CONSTRUCTED WITH 0.5 FOOT OF THE LOCATION SHOWN ON THESE PLANS. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING A FINISHED SURFACE THAT WILL NOT POND. ESTIMATED GRADING GOANTITIES I. ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. 2. ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE GEOMETRIC VOLUMES AND DO NOT ACCOUNT FOR LOSS DUE TO SHRINKAGE OR COMPACTION. EMBANKMENT = 3420 CY. EXCAVATION = 3420 CY. TOPOGRAPHY SOURCE TOPOGRAPHY SOURCE IS PER AERIAL TOPOGRAPHY PRODUCED BY PICTORIAL SCIENCE INC., DATED 1989 AND REVISED BY AS -GRADED FIELD MEASUREMENTS BY RICK ENGINEERING DATED JAN., 1997 LEGEND 98.6 H.P.------- ----------------- - - - - -- HIGH POINT 2-'o L_ �8------------------------ - - - - -- - LOW POINT 99.2 F.G. ------------ - - - - -- FINISHED GRADE (SEE TYPICAL STREET SECTION THIS SHEET) --90-- - - - - - - - - - - - - - - - - - - - - - - - -- PROPOSED CONTOURS - 9p - - - - - - - - - - - - - - - - - - - - - - - -- EXISTING CONTOURS BENCHMARK: RIVERSIDE COUNTY BENCHMARK: BRASS DISK IN CONCRETE POST, STAMPED 603-37-68 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 INCH CONCRETE CYLINDER. MONUMENT IS 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, NO NUMBER. MONUMENT IN POLE LINE 296.0 FEET SOUTHEAST OF OLD WASHINGTON STREET, 44.0 FEET SOUTHEAST OF SOUTHEAST BOUND TRACT OF RAILROAD. ELEV. 103.651 ADJUSTMENT 1970 MICK ENGINEERING COMPANY 1 1 3050 Chicago Avenue Suite 100 Riverside, CA 92507 (909) 782-0707 SCALE: BENCH MARK: AS SHOWN SEE ABOVE DATE: OCT. 1997 ROUGH/PRECISE GRADING PLAN TRACT NO.28242 I IN THE COUNTY OF RIVERSIDE N 1/2, SECT. 6, T. 5S., R 7E., SBBM of 7 SHEETS FILE NO. W.O. FOR: DEL WEBB CALIFORNIA, INC. F.B. PLOT DATE: 25-NOV-1997 JN 12569 21' WIDE TRAIL EASEMENT Ii WASHINGTON ST. SIDEWALK SECTION A -A N.T.S. �v Q R 2, VAR. PAD ELEV. PER PLAN EXISTING J GRADING { PA i PROPOSED PER PLAN• ;# GRADING f SECTION D -D i N.T.S. ASPH CAUTION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. /usr/projdato/r-grp/d-12569/569GRD30.dgn A- CONC -A - f f k A,, A- A- 161 A- A- PROPOSED 30' CPP STORM DRAIN A - N28' 24' 'W 415.51 { ( ------ I I 10' STORM DRAIN low L2 HP 1 - - - - - - l : I EASEMENT . ? I i ASEE- 1 - P 1 97.9 HP' T N �� 12298.3 HR 98.5 HP- 98.4 HP'� 123 98.3 HP 121 98.9 HP' I t 1 99.0 HP 1 4 X7.9 HP E=98.6 98.5 HP - IZO # / .-___ "P 2 4 P E 9 8.8 98.9 HP - 99.3 HP: 99.8 HP i g7.6 t PE=98.2 PE -99.2 99.3 HP 119 / 101.8 HP 101.2 HP 100.4 HR 99.0 HP 126 98.4 HP 125 t PE=98.7 I I PE=97.9 t 9 9 X9.8 HP127 I , ,� PE=99.6 o / 129 ioo.4 HP 128 PE=99.3: I II �ao� QIP 130 101.2 HP _ PE=100.1 s i 9�' I �o ;� `�� 96' 6' PE -102.1 I =101 1; � E-100.7 9 6 ------------------- ,�, ---- ----- 'o -- s �----------- -- I _ ' - - 8<' -- - -- 9`9 ------- ----- 9�;9 99 i 131 - ----------- ---1100 -..� - -- - - -- - - i -•-- } I ►B 0-10 0% 18 � I PE=102.4 .loo c I c I 50' VC 9S 17 - - �, i � 00 m 0.99% , 15 1.44% in 5 1 C 13 MANORGATE ROAD °`'�Qel' 7 f 6' .G ---- - i I _ /0•ff ,c �. co� o� p ---------------- �'�------ 11 °�) � � • � D 155 � - _ 96 ��� _ 148 1ti I _ € ' 01) �-�/ II PE -99.0 o oo ,�� _ v F� 147 - PE=99.2 I 132 �o��� E-' 0 140 a PE=100. ; s' PE=102.9 V � 139 I - PE=100.6 iI ' 3 _PE=103.0 0 € 8N i I --------------------------- h,_7 tt= D ,� _ 154 _I Ln W •2. F a; t C> ` -o o li c a 149 ff D PE=99.7: a: c _ -- - _ 146 1 PE=99.9 } 0 141 �G PE=101.2 1t �1G� z f f PE=1 I I o - ------------- I F F•9Fc - 133 Z 138 _ ° i # ----- ! ��60 Y�� p 153 I_ PE=103.6 Q JJr€ PE=103.7 I ------------------- 6 Fc 0 150 N N PE=100.7 - %_ o► � g 145 o , aW D o "' -------------- --- _ ----- F� PE=100.9 �N 3I g', PE=101.7 0 ao a - ----------- -- -- - ..............14.2. �' .._.----------------.... ..., _ 4�° ooc--- ---- a 22;F .............. , ---- _�, i .... .......... PE=101.9 _ F C 137 ���� F o �°'' D 152 F c 151 134 o PE=104.1 144 °' PE=101.7 r-0 - °D --- --- o - PE -104.2 �� : _ - PE -101.3 --- --- I N oo• PE=102.2 m ,, o \ ---- moo,• Q m02• ---- - - - - - - '• w_ •- - - . 143 f - - - - - • ADO .,,....,...--•-_. ` f -� w> z eM ,....... .------- E=102-5-- _ f 136 �. 21' WIDE TRAILkit 1 _ w' PE -104.5 o PE -104.6 = EASEMENT, 135 # `� -.NC � - 41 ST. W A .----INGT CV NG PROJ-" -" WALL, - - IX A- ASP R/W p.... _ - 20 N Call: TOLL FREE 1-800 422-4133 =AL COUNTY SEAL PREPARED UNC SOF ESS IOy€,, 41CHEt Q � 3 � �► DATE: Z �! W No. 46804 z � APPROV D Exp.6-30-99 F � CA��FOR DATE: 156 �3 D- PE -101.3 _ RECOMMENDED FOR APPROVAL D o 157 v lel o ��• z DATE DATE BY MARK APPR. DATE CHECKED BY ENGINEER REVISIONS COUNTY DESIGNED BY: DRAWN BY: CHECKED BY: DATE =AL COUNTY SEAL PREPARED UNC SOF ESS IOy€,, 41CHEt Q � 3 � �► DATE: Z �! W No. 46804 z � APPROV D Exp.6-30-99 F � CA��FOR DATE: 156 �3 D- PE -101.3 _ D o 157 v lel o ��• z D PE=101.6 �i� W W _ --j 1 158 goo. 0 LL f DLAJ PE=102.3{ a----------- _ ------ N - Q 159 0 A- PE=102.5` `Z J DIRECTI OFo r BRICK ENGINEERING COMPANY EDWARD M. RA ICAN R.C.E. 46804 ► 3050 Chicago Avenue \ Suite 100 REGISTRATION EXPIRES 6-30-99 Riverside, CA 92507 (909) 782-0707 SCALE: BENCH MARK: 1'=40' SEE SHEET I DATE: OCT. 1997 R=2057.00 I L=1113.19' I o � 4 I I ~ _V) x ' W 40 SCALE 1' = 40' 0 40 80 120 1 ROUGH/PRECISE GRADING PLAN TRACT NO.28242 2 1N THE COUNTY OF RIVERSIDE 7 N 1/2, SECT. 6, T. 5S., R 7E., SBBM OF _SHEETS FILE NO. W.O. FOR: DEL WEBB CALIFORNIA, INC. F.B. PLOT DATE: 25-NOV-1997 JN 12569 9/2 -EE 21' WIDE TRAIL EASEMENT R/W 25' 97' WASHINGTON ST. I E P ECISE GRADING PLAN R QAC N0.27365 B SAND SOC TES FOR ADING OF HP F caURSE. Ar N$ LOT 20o a 40 Ap _ k g�' 10i r J� r� r r J� J , PROPOSED 30' CPP } G J L r 0 J J- r STORM DRAIN 095.3 SIDEWALK f / SEMFNf / A° 25'26' \ \\p I O4 D t \ 959 PE=95.7 SECTION B -B / 98.911, N.T.S. �/ P118%105 3 q 98.3 _ r 3 � -�..• g5 N 6- EXIST�48'SP:I 983 y CL / STORM DRAIN: I I f ,,. _ _ . c, 8 Hp 5 6 HP 106 Z f/ PE=98.6 9�s a 16 �8 HP:' ------------- P�ivATE I PE=95.9 -. RA 94 50 9 1 ' -� , ST ORM D HP NP 10 7 w V VLe�JJ G MV SECTION C -C N.T.S. /usr/projdoto/r-grp/d-12569/569grd31.dgn --------------- 5 ly~j 21 PE=98.1 2 9j2 tip I EASEMENT P. LAP a PE=96.1 �h o / : HP 115 4.Z K LAJ 3 9 8�m `G PE=97.5 , X6.6 HPI1496•6 HP 96.1 HP 5.2 HP. 94.7 HP I 9� 5 IO8 i : 96.1 HP 95.7 HP 9 PE=96.9 13 7 HP IIO- X4.7 H�09 PE 95.4 , ' hF- / PE=96.4 95.7 HP112 95.2 HP 111 .94• - I PE 95.0 W PE=95.5 PE -95.0 p• / _ . F� PE=96.0 I v� LA ---------- -------- ----------I i - . - /� 0.8 F 9 • �Q I '� m 162 24 o. 7 4' c6 Za PE=101.3 ; i 50- vc , © I j - --- 25 41:'� l o EXIST: 4 CSP # �O F - + _ _26 0.72% ___ 27 STORM AIN` r ! 4' CBI ' 1 I 163 , MANORGAT� ROAD PE=97.9 7 •� / : �6 # 95 ,G� 5 161 °CID'A- EXISTING I PE=101.8 l j 168 94.0 PROJECT WALL � o I I LP m i = N 164 •� PE -98.0: I 1 o Y : m ;... PE=98.9 �6-�# # �; p v �, EXIS ELECT. D D 1 i I) i CONDU FUTUR� �- C _ C 98.7 EXIST. 2 ' STORM PI ,o . TB STEEL CA ING DRAIN \ \ PE=102.3 o I t 167 Boa• •�. s� / \ c��Q' FU rJ1�111�IJr t��' J A o ; 165 `' ' PE=99.0 ><0 _ �`•' / FUTWELURE 18' CP\P -AIME OWNERSHIP) C$ IJ ------.. - � / DRAINAGE RISE� \2 � �.Jr�I�r � E 99.5 " 1 I 9) LOT 170 ''�� IN ! 21' WIDE TRAIL' j �N 9 - EASEMENT ;" WELL SITE �, k � win �� �� FUTURE 24' CPP \ k - R/w _ _ _ 166 �� o �� STORM DRAIN PER \ \ ` - FUTURE COMMERCIAL \ PE=99.5 �� \ /69 \\ v k EX'S \\ asPy - NIN l\\\ \\\ i 1 \\ - GT ON F -3 'lA I -r--- t r ._• R/W \ 'w o F` \� ' kE G DRY LINE \ \ \ 48' ST DRAIN # \ \ \ SLEEVE I / t \ f f t - _ Underground Service Alert s � � Ca I I : TOLL FREE 1-800 422-4133 CAUTION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. .AL PREPARED UN[ P�ESSI� 41CHEt �c � wP DATE: No. 46804 z :0 Exp.6-30-99 APPROVED BY: > CIV I\- OF \- CA�1F oE� � DATE: RICK ENGINEERING COMPANY EDWARD M- RA ICAN R.C.E. 46804 I 3050 ChIc000 Avenue Suite 100 REGISTRATION EXPIRES 6-30-99 Riverside, CA 92507 (909) 782-0707 SCALE: BENCH MARK: 1'=40' SEE SHEET I DATE: OCT. 1997 000,3ti 11_ k k A - SCALE V= 40' 40 0 40 80 120 ROUGH/PRECISE GRADING PLAN TRACT NO.28242 3 IN THE COUNTY OF RIVERSIDE 7 N 1/2, SECT. 6, T. 5S., R 7E., SBBM OF -SHEETS FILE NO. W.O. FOR: DEL WEBB CALIFORNIA, INC. F.B. PLOT DATE: 25-NOV-1997 JN 12569 9/2 - EE RECOMMENDED FOR APPROVAL DATE DATE BY MARK APPR. DATE CHECKED BY ENGINEER REVISIONS COUNTY DESIGNED BY: DRAWN BY: CHECKED BY: DATE .AL PREPARED UN[ P�ESSI� 41CHEt �c � wP DATE: No. 46804 z :0 Exp.6-30-99 APPROVED BY: > CIV I\- OF \- CA�1F oE� � DATE: RICK ENGINEERING COMPANY EDWARD M- RA ICAN R.C.E. 46804 I 3050 ChIc000 Avenue Suite 100 REGISTRATION EXPIRES 6-30-99 Riverside, CA 92507 (909) 782-0707 SCALE: BENCH MARK: 1'=40' SEE SHEET I DATE: OCT. 1997 000,3ti 11_ k k A - SCALE V= 40' 40 0 40 80 120 ROUGH/PRECISE GRADING PLAN TRACT NO.28242 3 IN THE COUNTY OF RIVERSIDE 7 N 1/2, SECT. 6, T. 5S., R 7E., SBBM OF -SHEETS FILE NO. W.O. FOR: DEL WEBB CALIFORNIA, INC. F.B. PLOT DATE: 25-NOV-1997 JN 12569 9/2 - EE J /usr/proldato/r-grp/d-12569/569grd32.dgn X 96.4 X 77.8 X 97.4 OM X 77.4 i n 173 to SITE 9os � Z 4 m w 1 �Q W v X0.0 �h LW V) QI00 W•s 81.5 BOTTOM C& r7 � 90 (93.46 SCALE V =40' 40 0 40 80 120 PLOT DATE: 25-NOV-1997 JN 12569 9/2 -EE K X 75J CAUTION. EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. Underground Service Alert �o Ca I I : TOLL FREE i -boa 422-4133 TWO WORKING DAYS BEFORE YOU DIG /usr/profdato/r-grp/d-12569/569grd33.dgn SEE SHEET N0.6 SEAL COUNTY SEAL pFESSi PREPARED UNDER THE DIRECTION OF. RICK ENGINEERING COMPANY pA,. "►l Eyc EDWARD M. RA CAN R.C.E. 46804 19a 3050 Chicago Avenue Suite 100 `9 Riverside, CA 92507 (909) 782-0707 DATE: Z REGISTRATION EXPIRES 6-30-99 w Exp.6-30-99 No. 04 z APPROV D B : SCALE: BENCH MARK: -3 -�l 1'=40' SEE SHEET I '4 CIV►\. ��P �T£ OF CAIOF DATE: DATE: OCT. 1997 765 X PROPOSED 245CPP STORM DRAIN Z H W W 2 N W W N SCALE 1' = 40' 40 0 40 80 120 ROUGH/PRECISE GRADING PLAN TRACT NO.28242 5 IN THE COUNTY OF RIVERSIDE N 1/2, SECT. 6, T. 5S., R 7E., SBBM of 7 SHEETS FILE NO. F W.O. FOR: DEL WEBB CALIFORNIA, INC. .B. PLOT DATE: 25-NOV-1997 JN 12569 9/A? -FE RECOMMENDED FOR APPROVAL FDESIGNED DATE MARK APPR. DATE CHECKED BY EER REVISIONS COUNTY DATE BY: DRAWN BY: CHECKED BY: SEE SHEET N0.6 SEAL COUNTY SEAL pFESSi PREPARED UNDER THE DIRECTION OF. RICK ENGINEERING COMPANY pA,. "►l Eyc EDWARD M. RA CAN R.C.E. 46804 19a 3050 Chicago Avenue Suite 100 `9 Riverside, CA 92507 (909) 782-0707 DATE: Z REGISTRATION EXPIRES 6-30-99 w Exp.6-30-99 No. 04 z APPROV D B : SCALE: BENCH MARK: -3 -�l 1'=40' SEE SHEET I '4 CIV►\. ��P �T£ OF CAIOF DATE: DATE: OCT. 1997 765 X PROPOSED 245CPP STORM DRAIN Z H W W 2 N W W N SCALE 1' = 40' 40 0 40 80 120 ROUGH/PRECISE GRADING PLAN TRACT NO.28242 5 IN THE COUNTY OF RIVERSIDE N 1/2, SECT. 6, T. 5S., R 7E., SBBM of 7 SHEETS FILE NO. F W.O. FOR: DEL WEBB CALIFORNIA, INC. .B. PLOT DATE: 25-NOV-1997 JN 12569 9/A? -FE �A%I _ �-- �� ,FO 91. G L EXIST. ELECT. - CONDUIT 90 s 6 E 79 hie �� SEE SHEET NO.5 0) 91.2 FIG%.• PE=93.4 4 PROPOSED" 24' CPP ` 1 92. I G". _ 30 STORM, -DRAIN r Q ��' P.. °�` '�' _ ����e 77 " a \ PE -92.6 7 PE=93.8 �ti 1 _ 40 0 9o.s ; o4 •S a 92.2 5� G }�2� � ® Q` 92 66 3 PE -93.3 8 \ .g F� P = 4 PE=92.6 y -o E 9 .3\ •g 78 fG O J� FG 31 9 �P . PE-- 93.4 O \ a ;� ' PE=92.6 g s 9LO G c� C s ?�F 92. rfG,•"" Hp 52 ��• G FG' 39 a 4 ti \ PE=93.2 65 9�/ - gq.q � ••. PE=93.2 91 ° 1 9� PE=94.0 �P �� 9 FG HP �p o 91.8 60 u l \ \ ��' P = 0h 9 \ �� E 94.7 53 9 32 90. FG �\ PE=92.4 64 � 59 �s - G � � 38 y \ 91. PE=9407 o PE -93.3 , 01ooW.S.= 86.0 \� \ PE=93.7 ,� . moo, PE=92.9 81.5 BOTTOM \�\ \� p6' ;. RETENTION \ \ 92.0 FG c?� \ �G 9 FG BASIN �:i / .coo = . �p 33 / \ o / / \ cr)^� t N, PE- 92.192.2•FG X936I N 54 PE=93.4. s9• F PE=94 I -r on PE=92.9 37 dy FG 9, 9 yo 20 PE -92.2 90 %FG PE=92.7 �' .9 ,���' ■ EXIST. 24 CPP ,� \ ~ 58 STORM DRAIN FC V v ,� _ _ -------------------------------- 11L9 iG 89.8-1 - - __ _ � PE -94.1 �,, _�� �----------------------------- dy 34 M l LLI / NOTE: \ ` G Lo = � I I j 6% 1?.E = 91.7 / W / RETENTION BASINS ARE DESIGNEDtill -D i' AND INTENDED FOR RESIDENTIAL FLOWS \ { ` \ \ 3.2 FG 62 '11 36 /�_ CONDUITLECT: _ PER THIS PLAN ONLY. WATER SURFACE \ \ C 1 PROPOSED 24' CPP % / N ELEVATION SHOULD NOT BE RAISED ABOVE 9�• - , �� ; PE=92.4 STORM DRAIN ; ', s/f ELEVATION AS SHOWN HERE ON. \ P E - 9 3.6 9 I P E = 9 2.4 � / / L 0 T 174 1.1 \ 9� i C rll .............. ------ ----- SOI G N 89.4 F , / �/� ,, r `�o s G s f F 9 F _ / /" ,y/` $g 5 WELL SITE W 57 _-------- ----- f. C = / / f p EXIST. 24' _ ! ,� - --- -. s • ------------- /' � � � STEEL CASIN PE -93.6 1 _ g0.' FG ---- `i '�• /�' fo LAI /' �- D \ ` qg V _ 1 35 F / N89° 44'1• "N 198.68' PE -92.0 s9.1 PE=91.9 /88. 90 ATE -- -� �F f _�-� 85 51 o -sox j -_ n n 80rn- - -- - 52 A - - - - _ � 5 - 01oo W.S.=87.8 1 - - - 153 w i - 79.0 BOTTOM p / RETENTION / X9,197 EXIST. 10' `� --.__--_ ._ _ "�-- _ BASIN / I X9,183 SEWER 80 00 / € X9,152 - �`,� \ ,,� 85- EXISTING 5 EXISTING X91J4 � 90 { PROJECT WALL N TE: X90.73 ' RETENTION BASIS ARE DESIGNED EXIST. 24' CPP X9/24 � AND INTENDED FOR RESIDENTIAL FLOWS STORM DRAIN r U !' U r r C' 0 IV] 1\11 r R r J rA L _ . - �PER THIS PLAN ON Y. WATER SURFACE � ELEVATION SHOULD NOT BE RAISED ABOVE A JV11 r J till JJ r J-� v 11-11 P } p� _ �-� � ELEVATION AS SHOWN HERE ON. FUTURE rJ1�IJ VIE Rr J Al t r CAUTION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS SCALE I'' 40' UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. 40 0 40 80 120 PLOT DATE: 25-NOV-1997 JN I IlAed*ACE K X 775 X 772 PROPOSED 24'CPP STORM DRAIN --------------- RRJVATE ; ----------------------------- 10' STORM DRAIN EASEMENT 91.9 HP 91.5 HP' .91.9 HP 15 91.5 HP 14 13 91.5 HP :91.5 HP 91.7 HP PE=92.2 PE=91.8 ( '91.7 HP 12 =92.0 -----------------------------• gob 4' -CB----------------- -------------------------- I _-------------------------- 16 f, 1 g9•.i Cn # G PE=92.0 ' F ca 9' ------------------------- FG zC ------------------------------- w C:)I701 z w PE=92.3 1121) LO V) o w 9p ------' G W a € 3' M 16' 16' 18 II 1- PE=92.6 _ t 0 - 91.fG 'o ---------------------- -�, o � moo. 3 i� s 19 s; PE=92.4 �0• } FG o '0 90.8 F 0 S'1. CAUTION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. 40 0 /usr/projdota/r-grp/d-12569/569grd35.dgn .9� 0. z' '.00 C :F SCALE 1' = 40' 40 80 120 Underground Service Alert JI o� Ca I I : TOLL FREE 1-1800 422-4133 WATER LEVEL 76J O7 20 TRACT NO, > JO 0 GOLr COURSE (SAME OWNERSHIP 5 92.E C32 I"? tip 4 PE=92.0 9 1 ---------------------------- �, 11 =------------------------------- 9� � s PE=92.1 6 - G tip 3 9i { PE=92.0 90 °°� G PE=91.8 syA -­----------- ---_------------ -------------- ----------- -v G 5 -------------- ------- f ti ------------------------------ 19, --------------------------- ° X 832 D'% 0077.5 76.5 1- x X 775 X 87.5 X X 769 PROPOSED 18' CPP f 789 ;' i fz 1 5 1 10 89 PE=92.5 N PE=91.5 `t �`� �Fc PE=89.7 8 �S 1 N = 8 V MJF_jil _f ----------------------------- z } a / F N 9• FS PE=89.9 a� 0 ; ' w i� 6 rn t SFG Q ' F EXIST. 10' PE=92.5 N PE=91.2 a9. F w°• - SEWER 90 FQ w -------------- 63 j i Co °'6 0.66% _ 60 MANOR TE ROAD 61 -----=--Y----=-----_- --;--- LOT 175 Y --- X 94.5 gp.92` X 92.7 r X 94.7 l X� 925 I } __C- -7 t $ i SCATTERED X �^• f' 3 RRYK14 75.7 LOT 1. 6 78.3 . X 86.3 x 879 X 887 X 88.8 X 89, X 77.8 782 X X 78.5 r 1 f X 782 n s x # PP > x 80 _ - 78.6 X ' X 78.7f 4 PLOT DATE: 25-NOV-1997 JN 12569 RECOMMENDED FOR APPROVAL SEAL COUNTY SEAL `pOfESS1ON, M\CHE� Ey W No.46804 Z Exp.6-30-99 sTgT �c1vl� �P F CAILO o PREPARED UNDER THE DIRECTION OF: -/ EDWARD M. RATICAN R.C.E. 46804 DATE: L REGISTRATION EXPIRES 6-30-99 RICK ENGINEERING COMPANY l �` J 3050 Chicago Avenue `� Riverside. CA 92507 (9093 782-0707 ROUGH/PRECISE GRADING PLAN TRACT NO. 28242 IN THE COUNTY OF RIVERSIDE N I/2, SECT. 6, T. SS., R 7E., SBBM 7 OF 7 SHEETS DATE APPROVED DATE: SCALE: I'=40, BENCH MARK: SEE SHEET I DATE BY MARK APPR. DATE CHECKED BY ENGINEER REVISIONS COUNTY FILE N0. DESIGNED BY: DRAWN BY: CHECKED BY: DATE DATE: OCT. 1997 W.O. FOR: DEL WEBB CALIFORNIA.INC. F.B. PLOT DATE: 25-NOV-1997 JN 12569