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HomeMy WebLinkAboutLot 18-22,30-36,63-69,105-106 - Precise Gradingn G214f�1I ffF•) ad if. ,1111I FINISH FLOOR 8„ PAD ELEV. FINISH FLOOR PAD ELEV. ALTERNATIVE SECTION A -A N.T.S. (FOR USE WHERE DIFFERENCE IN PAD GRADES EXCEEDS 0.5') nderground Service Alert Call: TOLL FREE 1-844 422-4133 TrMD WORKM DAYS BEFORE YCKJ OIG CONSTRUCTION RECORD Contractor Inspector We Co oeted PRECISE GRADING RONWOOD II (TEMEJ<U HILLS, UNIT N0. 4 - DISTANCE VARIES BLDG. lwe nry r. I R 10' N FINISH FLOOR MIN. PAD ELEV. 2y 1%MIN. 8„ 5 M N� 5q MqX. c� SECTION 13-13 N.T.S. CROSBY Engineers ■ Planners • Surwayors IDA D 5650 El Camino Real, suite 200 BBNTON Carlsbad, California 92008 do A200Cils(760) 438 - 1210 IE : 1 REVISI❑NS ACC'D _FINISH FLOOR L vnrn���� D ELEV. 2g M�21AXTH OF DEEPENED FOOLING PER PLAN FG SECTION C -C N.T.S. BENCH MARK SEE ABOVE PLAN/PLOT PLAN - PHASE 5 TEMECULA TRACT N0. 23371-4) 35 40' SETBACK j. PER PLAN Horizontal (5' MIN.) R a , 00No. 30958 Exp. 3-31-20 *sem' �CIVIL, ` CA -LX' 1' MIN. 1' MIN. 3' MIN. 3' MIN. FINISH FLOOR 2y MSN 2y MIN• 2,q MAX 1 21 _ PAD ELEV. L8„ ' _� 35' 6" MIN. SECTION Amw-A=� N.T.S. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE FINISH FLOOR 8„ PAD ELEV. FINISH FLOOR PAD ELEV. ALTERNATIVE SECTION A -A N.T.S. (FOR USE WHERE DIFFERENCE IN PAD GRADES EXCEEDS 0.5') nderground Service Alert Call: TOLL FREE 1-844 422-4133 TrMD WORKM DAYS BEFORE YCKJ OIG CONSTRUCTION RECORD Contractor Inspector We Co oeted PRECISE GRADING RONWOOD II (TEMEJ<U HILLS, UNIT N0. 4 - DISTANCE VARIES BLDG. lwe nry r. I R 10' N FINISH FLOOR MIN. PAD ELEV. 2y 1%MIN. 8„ 5 M N� 5q MqX. c� SECTION 13-13 N.T.S. CROSBY Engineers ■ Planners • Surwayors IDA D 5650 El Camino Real, suite 200 BBNTON Carlsbad, California 92008 do A200Cils(760) 438 - 1210 IE : 1 REVISI❑NS ACC'D _FINISH FLOOR L vnrn���� D ELEV. 2g M�21AXTH OF DEEPENED FOOLING PER PLAN FG SECTION C -C N.T.S. BENCH MARK SEE ABOVE PLAN/PLOT PLAN - PHASE 5 TEMECULA TRACT N0. 23371-4) 35 40' 35' ori N 0 N 0 LO to 35' ,I .111ttivikK FIRE HYDRANT D�4 STREET LIGHT MODEL DESIGNATOR � FINISH PAD ELEVATION ��5.5 FINISH FLOOR ELEVATION F.F. GARAGE FLOOR ELEVATION G.F. HIGH POINT HP FLOW LINE FL FINISH SURFACE Fs DIRECTION OF DRAINAGE - 2:1 SLOPE (UNLESS OTHERWISE SHOWN) v ... SEALSi0 ESSIOH q PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 �4�9 oER v, p `Fi O 0 G Z Horizontal PRIOR TO THE APPROVAL OF FINAL INSPECTION. GRADING NOTES a , 00No. 30958 Exp. 3-31-20 *sem' �CIVIL, ` CA -LX' Vertical N.A. LO ALL GRADING SHALL CONFORM TO THE LATEST PROVISIONS OF THE UNIFORM BUILDING 11 • CODE, AS AMENDED BY ORDINANCE NO. 457. 35' 2. 35' ori N 0 N 0 LO to 35' ,I .111ttivikK FIRE HYDRANT D�4 STREET LIGHT MODEL DESIGNATOR � FINISH PAD ELEVATION ��5.5 FINISH FLOOR ELEVATION F.F. GARAGE FLOOR ELEVATION G.F. HIGH POINT HP FLOW LINE FL FINISH SURFACE Fs DIRECTION OF DRAINAGE - 2:1 SLOPE (UNLESS OTHERWISE SHOWN) v ... HOUSE TYPES ENGINEERING DEPARTMENT PHONE: (909) 694-6411 (SEE ARCH17EClURAL DRAWINGS FOR COMPLETE 9. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO FWNDA710N PLANS & DETAILS) OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO VICINITY MAP NO SCALE LEGAL DESCRIPTION, LOTS 18 THROUGH 22 AND LOTS 30 THROUGH 36 AND LOTS 63 THROUGH 69 AND LOTS 105 AND 106 OF TEMECULA TRACT N0. 23371-49 ACCORDING TO MAP THEREOF RECORDED IN BOOK 223 OF MAPS, AT PAGES 1 THROUGH 9 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, SCALE SEALSi0 ESSIOH q PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 �4�9 oER v, p `Fi O 0 G Z Horizontal PRIOR TO THE APPROVAL OF FINAL INSPECTION. GRADING NOTES a , 00No. 30958 Exp. 3-31-20 *sem' �CIVIL, ` CA -LX' Vertical N.A. 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISIONS OF THE UNIFORM BUILDING 11 • CODE, AS AMENDED BY ORDINANCE NO. 457. 35' 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X DRAINAGE SWALES ' _� 35' SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 12. 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. ASSESSOR'S PARCEL NOS. 13. 3. MAXIMUM CUT AND FILL SLOPE = 2:1. 14. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, 953-290-005 THROUGH 009 ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE 953-290-015 THROUGH 021 4. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER 953-290-038 THROUGH 042 15. 4 953-290-050 THROUGH 053 5 WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT BENCHMARK DESCRIPTION, 16. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT DESCRIPTION: 2.5" BRASS DISK IN CONCRETE CYLINDER A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, � SHRUBS OR A COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTER; °D 5. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ENGINEERING SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER FENCE, 40.0 NORTH OF A PP (NO NUMBER), 94.0 NORTH ,n OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE 17• FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN ............... THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. ELEVATION: 1128.410 DATUM: M.S.L. 18. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 19. COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 001NERLDE ELOPER CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES. 20. APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS SHEA HOMES OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE 6. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. AND A PROV�AL. SUITE ZOO 7. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SAN DIEGO CALIFORNIA 92131 WALLS SHALL BE CONSTRUCTED UNDER SEPARATE PERMIT PER CIN BUILDING DEPARTMENT REQUIREMENTS. SOILS INVESTIGATION BY OWEN GEOTECHNICAL DATED MAY 4. 1988__. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING 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. HOUSE TYPES ENGINEERING DEPARTMENT PHONE: (909) 694-6411 (SEE ARCH17EClURAL DRAWINGS FOR COMPLETE 9. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO FWNDA710N PLANS & DETAILS) OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO VICINITY MAP NO SCALE LEGAL DESCRIPTION, LOTS 18 THROUGH 22 AND LOTS 30 THROUGH 36 AND LOTS 63 THROUGH 69 AND LOTS 105 AND 106 OF TEMECULA TRACT N0. 23371-49 ACCORDING TO MAP THEREOF RECORDED IN BOOK 223 OF MAPS, AT PAGES 1 THROUGH 9 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, SCALE SEALSi0 ESSIOH q PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 �4�9 oER v, p `Fi O 0 G Z Horizontal PRIOR TO THE APPROVAL OF FINAL INSPECTION. VARIES a , 00No. 30958 Exp. 3-31-20 *sem' �CIVIL, ` CA -LX' Vertical N.A. TELEPHONE: (619) 549-3156 FAX: (619) 549-0112 Designed By Drawn By Checked By AU AU AU Plans Prepared Under Supervision Of aftlk-__L� - Date - "4 Alexander W. Urquhart P.E. No. C 30958 Expires March 31, 2000 RECOMMENDED BYi DATE= /t ACCEPTED BYE A DATEi /l 1 Lf8 DEPUTY DIRECTOR OF PUBLIC WORKS RONALD J. PARKS R.C.E. No. 19744 Expires 9/30/01 LD98- 1 04GR CITY UF T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing o. N PRECISE GRADING PLANS/PLOT PLANS IRONWOOD II - PHASE 5 TEMEKU HILLS, UNIT N0. 4 - TEMECULA TRACT 23371-4 LOTS 18 - 22. 30 - 36. 63 - 69. 105 do 106 PP-P5-SI.DWG Sheet 1 of 3 PLOT DATE: 11-04-98 PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ESTIMATE OF GRADING QUANTITIES � 0. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. CUT: 525 C Y. 11 • IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE . CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION FILL: 525 C. Y. SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 12. 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. ASSESSOR'S PARCEL NOS. 13. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 14. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, 953-290-005 THROUGH 009 ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE 953-290-015 THROUGH 021 PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 953-290-038 THROUGH 042 15. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE -TENTHS (1.5) 953-290-050 THROUGH 053 SHALL BE SUBMITTED BY THE SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. BENCHMARK DESCRIPTION, 16. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT DESCRIPTION: 2.5" BRASS DISK IN CONCRETE CYLINDER 12" CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, LOCATION: NW CORNER OF INTERSECTION OF RANCHO CALIFORNIA ROAD SHRUBS OR A COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTER; WITH MARGARITA ROAD, 1.0' EAST OFA 7.0' HIGH C.L. SEES, 20' ON CENTER; COMBINATIONS, 15' ON CENTER. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER FENCE, 40.0 NORTH OF A PP (NO NUMBER), 94.0 NORTH U.P.C. CHAPTER 10.R. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 17• FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN RECORDS FROM: COUNTY OF RIVERSIDE B.M. T-29-81 THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. ELEVATION: 1128.410 DATUM: M.S.L. 18. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 19. COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 001NERLDE ELOPER APPROVAL OF THESE PLANS BY THE CIN OR ITS AGENTS DOES NOT RELIEVE THE 20. APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS SHEA HOMES OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN SHALL BE PROMPTLY SUBMITTED TO THE CIN ENGINEER FOR REVIEW O7Z� TREENA STREET AND A PROV�AL. SUITE ZOO 21. RETAINING WALLS SHOWN ON THESE PLANS ARE FOR LOCATION ONLY. ALL RETAINING SAN DIEGO CALIFORNIA 92131 WALLS SHALL BE CONSTRUCTED UNDER SEPARATE PERMIT PER CIN BUILDING DEPARTMENT REQUIREMENTS. TELEPHONE: (619) 549-3156 FAX: (619) 549-0112 Designed By Drawn By Checked By AU AU AU Plans Prepared Under Supervision Of aftlk-__L� - Date - "4 Alexander W. Urquhart P.E. No. C 30958 Expires March 31, 2000 RECOMMENDED BYi DATE= /t ACCEPTED BYE A DATEi /l 1 Lf8 DEPUTY DIRECTOR OF PUBLIC WORKS RONALD J. PARKS R.C.E. No. 19744 Expires 9/30/01 LD98- 1 04GR CITY UF T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing o. N PRECISE GRADING PLANS/PLOT PLANS IRONWOOD II - PHASE 5 TEMEKU HILLS, UNIT N0. 4 - TEMECULA TRACT 23371-4 LOTS 18 - 22. 30 - 36. 63 - 69. 105 do 106 PP-P5-SI.DWG Sheet 1 of 3 PLOT DATE: 11-04-98 SCALE: 1 " =20' a • 20 40 .• ■■■■■ ■■ �� 0000000■■■■■� ■■� � ■rte nderground Service Aler Cali: TOLL FREI 1-800 422-4133 CONSTRUCTION RECORD Contractor Inspector Date cwoetw f CROSBY M E A D B E NT ON issoousss Engineers * Planners • 3urveyort 5650 a Camino heal. suite 200 Carlsbad, California 92008 (760) 438 - 1210 1 DATE BY REVISI❑NS ACC'D BENCH MARK SEE SHEET 1 SEAL= oFEssioH Designed By Drawn By Checked By SCALE �� R v 17 AU AU AU Horizontal ; pG i Plans Prepared Under Supervision Of , w JLNo. 30956 rn 1 =20 a AExp.3-31-om X Date Vertical *sC/v j� �� Alexander W. Urquhart N.A. of C#L\F P.E. No, C 30958 Expires March 31, 2000 RECOMMENDED BY, DATE= ACCEPTED BY, f._� DATE= ll m DEPUTY DIRECTOR OF PUBLIC WORKS RONALD J. PARKS R.C.E. No. 19744 Expires 9/30/01 CITY OF TEMECULA LD98- 1 04GR DEPARTMENT OF PUBLIC WORKS PRECISE GRADING PLANS/PLOT PLANS IRONWOOD II - PHASE 5 lEMEKU HILLS, UNIT N0. 4 — TEMECUU TRACT 23371-4 LOTS 18-22. 30-369 63-69 AND 105 do 106 Drawing No. Sheet 2 of 3 PP—P5—S2 11-9-98 SCALE: 1 " = 20' nderground Service Alert Call: TOLL FREE 1-800 422--4133 TrMO rMDWM DAY'S BEFORE YOU DIG CONSTRUCTION RECORD Contractor Inspector Ime cooete CROSBY Engineers a Planners • Surveyors W $ A D 5650 El Camino Real, Suite 200 BENTON Carlsbad, California 92008 do A880 MALTM (760) 438 — 1210 REVISI❑NS ACC'D BENCH MARK SEE SHEET 1 SCALE SEAL= -,,of ESS/0'v 0 Horizontal ,. , 1 =20' w o. 309586 rn 0 , . X *ks�x CIVIL 11 of CA►LXFcR�' Vertical N.A. Designed By Drawn By Checked By AU AU AU Plans Prepared Under Supervision Of Li L--I-A I L Date 11-9-'122 Alexander W, Urquhart P.E. No, C 30958 Expires March 31, 2000 RECOMMENDED BY, DATES e ACCEPTED BY, DATES � DEPUTY DIRECTOR OF PUBLIC WORKS RONALD J. PARKS R.C.E. No. 19744 Expires 9/30/01 CITY OF TEMECULA LD98- 1 04GR DEPARTMENT OF PUBLIC WORKS PRECISE GRADING PLANS/PLOT PLANS IRONWOOD II - PHASE 5 7EMEKU HILLS, UNIT N0. 4 — TEMECULA TRACT 23371-4 LOTS 18-22. 30-36. 63-69 AND 105 do 106 Drawing No, Sheet 3 of 3 PP—P5—S3 11-9-98