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HomeMy WebLinkAboutRough Grading & Erosion ControlGENERAL GRADING NOTES CITY OF TEMECULA 1. ALL GRADING SHALL CONFORM TO THE LATEST 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH ROUGH GRADING PLAN � 1 PROVISION OF THE UNIFORM BUILDING CODE. AS FILL IS TO BE PLACED. TLX TERRAIN MUST BE AMENDED BY ORDINANCE 93-04. CLEARED, KEYED. AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE TRACTS 2337 2. MINIMUM BUILDING PAD AND DRAINAGE SMALE SLOPE APPROVED BY A REGISTERED ENGINEER PRIOR TO SHALL BE A MINIMUM OF 1% AND BE PLACEMENT Of FILL MATERIAL. CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 3. MAXIMUM CUT AND FILLSLOPE-2:1. STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD 1"L n CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Calat least 2 working days prior to excavating. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ?0ESSI COUNTY OF RIVERSIDE B.M. T-29-81 A%CHQ FZ�, Contractor 2-1/2'BRASS DISK IN CONCRETE CYLINDER. Horizontal 3P� � 1 IN THE N.W. CORNER OF THE INTERSECTION �► o No. 46804 OF RANCHO CALIFORNIA RD. WITH MARGARITA RD. 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH r=200' Exp.6-30-99 Inspector OF P.P. (NO NUMBER), 94' NORTH OF THE CENTER LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical sj, CIV1�• WITNESS POST 1.0' WEST OF MONUMENT, JX Date Cmp It'd 4,)-, ELEVATION: 1128.410 (ADJ. 9-13-82) N/A OF CAI.%F /usr/pro jdata/r_grp/d-13193/193GRD6.dgn all t., s' & 10 .0-10 .001, .__0 ��- \ � � y 0-00 \ 1000� \ \ BERK\ INDEX MAP \ SCALE: 1'=200' \ 0000 .000 4** 0000, '000, 0A \ \ \TRACT N0.9 .00000-00 \ \�� 1 TRACT N0.9 .000 0000 0000 0000 446rr , d: \ \ of o Its' I a' / /// /�/ / .� 51re W& orPoP.T . LL r­�, �/ -Oe« \ � cEVEc _ -� 1000, / RIAcAf. N G RACW JVA1 FAUr• 1 \ / s \ TYPICAL ROUGH GRADE STREET SECTION // 100e NOT TO SCALE roR gTIrEEr WIj'H STORM ✓ TEMEKU DRIVE vlR�crEv ay owNESi�,4s B� T z - � le te DI B TYPICAL LO�-GRADINGDETAILSCALE NOT EARTHEN BERM DETAI NOT TO SCALE COT W/Orli: VAffl"-3Bif A"At e In F/AIISM PAD bRADE I D/RT !TERM pv�tr eEl'ih w 141 - . A,e ' Fart TEMP ZARy EARrN 89EM Ar rov or FILL stens sEE s4 AAf Psit PC AIM ormlL r#16 SHEE T TYPICAL OT ROSS ECTION B -B NOT TO SCALE Designed by Drawn by Checked by EMR EH EMR P repored Under Supervision Of Alt Date G v WARD MICHEt RATICAN R.C.E. No. 46804 Expires 6-30-99 1001 ti mi d •0' LEVEL ZE ZE 4.0' 10� ASDSHOWN _ _. 1.0% -vim viRrlc& tvl �r E.Oyst S. USE VAR/AdLE dL0/!E s \a' 91" 5wes w/ELEV. 01FF. /Ifs. BE r. PADS wl" es cvr WTIM GRADE BREAK GrvIDE J GRADE (O.J LOT GRADING SECTION A -A NOT TO SCALE WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA STANDARDS AND SPECIFICATIONS, AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, DIVISION OF HIGHWAYS. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS ALL CONTRACTORS AND SUB -CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS 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. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIQNS 'CONSTRUCTION SAFETY ORDERS.' THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUB -CONTRACTOR'S 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 OF 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 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, EXCEPTING FOR LIABILITY ARISING FROM 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 HEREON,AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. ENGINEER OF WORK RICK ENGINEERING COMPANY 3050 CHICAGO AVENUE SUITE 100 RIVERSIDE, CALIFORNIA 92507 (909) 782-0707 FAX- (909) 782 0723 OWNER /DEVELOPER TEMEKU HILLS DEVELOPMENT PARTNERS L.P., A CALIFORNIA LIMITED PARTNERSHIP 2727 HOOVER AVENUE NATIONAL CITY, CALIFORNIA 91950 (619) 477-4117 LEGAL DESCRIPTION PARCELS 1 THROUGH 5 AS SHOWN ON PARCEL MAP N0.21884 FLED IN BOOK 144, PAGES 24 THROUGH 33 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA. TOPOGRAPHY R CONTOURS AND ELEVATIONS METHODSIN CO FORMANCEWI PROVIDED D H THEU SR MAP ACCURACOM Y STANDARD AND SUPPLIED BY PICTORIAL SCIENCES, INC. 1097 WEST BASE LINE, SAN BERNARDINO, CALIFORNIA 92411, PHONE (714) 888-5795, DATED 5-25-88. SOILS ENGINEER LEIGHTON & ASSOCIATES 41769 ENTERPRISE CIRCLE N. SUITE 102 TEMECULA, CA 92590 (909) 676-0023 �- LEGEND J SEE BERM DETAIL THIS SHEET NOTE ROUNDED TOP OF SLOPE LOT PAD SLOPE TO BE CONSTRUCTED TO FORM A SMOOTH CONTINUOUS PLANE SURFACE AND ROLLED BACK TO PL. TO REMOVE PAD SLIVER BEYOND PROPERTY UNE CUT/FILL BANK 2:1 ....................................... (UNLESS OTHERWISE NOTED ON PLAN) FINISH ELEVATION ...................................... 1250.6 CUT/FILL LINE C F DAYLIGHTLINE ...................................•---...... _,��� UNIT BOUNDARY EXISTING CONTOUR � 50 FINISH CONTOUR EXISTING SPOT ELEVATION BLADED SwALE PROPOSED STORM DRAIN ESTIMATED GRADING GIUANTITIES ESTIMATED CUT 86,000 CY ESTIMATED FILL 86,000 CY NO TO SCALE NOTE: GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. RECOMMENDED BYsDATE: �l/�/�R ACCEPTED BY: /1,.rw.l,�� PIG�1�.� DATE: RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS R.C.E. No. 19744 Expires 9-30-01 LD98-062GR FjX ENGWEEMMCOMMM 3030 Ch 10090 Avsrxjs �I Sults 100 Ido R 1 vers 1 ds. Ca I I torn 1 a 92807 ("9) 142-0T01 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 0raw0ip No. ROUGH GRADING PLANS L TRACT N05. 23371-9 & 10 sn,er 1 or 7 PLOT DATE:26-JUN-1998 JN 13193 DATED MAY 21. 1998. TWO SETS OF THE FINAL BE PROVIDED TO PREVENT PONDING WATER AND TRACT N0. 10 - 4. PROVIDE 5' WIDE BY 1' BERM OR EQUIVALENT DAMAGE TO ADJACENT PROPERTIES. ._-0 ALONG THE TOP OF ALL FILL SLOPES OVER 5' 15' IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER � HIGH. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER _ CERTIFICATION THAT GRADING HAS BEEN DONE IN APPROVED METHODS. ._00_ � 5. ALL GRADING SHALL BE DONE UNDER THE 10' ON CENTER: TREES. 20' ON CENTER: COMBINATIONS. 1000000 SUPERVISION OF A COMPETENT SOILS ENGINEER WHO 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 1 so SITE MUST CONTINUE TO FUNCTION. ESPECIALLY 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING BACKFLOW PREVENTION DEVICES PER U.P.C.. CHAPTER 10.R. PLACED AND WHO SHALL SUBMIT A FINAL DURING STORM CONDITIONS. PROTECTIVE MEASURES IEiECMA \ COMPACTION REPORT FOR ALL FILLS OVER 11 DEEP. AND TEMPORARY DRAINAGE PROVISIONS MUST BE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO REQUESTING FINISH LOT GRADE AND DRAINAGE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS FINISH GRADE SHALL BE SLOPED AWAY FROM ALL +.s' \ THE CITY OF TEMECULA'S ENGINEERING DEPARTMENT . INSPECTION. THIS INSPECTION MUST BE APPROVED \ A WRITTEN CERTIFICATION OF COMPLETION OF 17. STABILITY CALCULATIONS WITH A FACTOR OF AT i+ s TE \ ROUGH GRADING IN ACCORDANCE WITH THE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR LEAST ONE AND FIVE -TENTHS (1.5) SHALL BE FOR A MINIMUM OF 3 FEET. GRADING PLAN PRIOR TO ISSUANCE OF THE SUBMITTED BY SOILS ENGINEER TO THE \ EACH LOT.21. BUILDING PERMIT. CERTIFICATION SHALL NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL?' ENGINEERING DEPARTMENT FOR CUT AND FILL \ BE TO LINE, GRADE. ELEVATION AND LOCATION OF ' SLOPES OVER 30 IN VERTICAL HEIGHT. ENGINEERING DEPARTMENT PHONE: (909)694-6411 WATER COURSES SHALL BE PERMITTED. CUT FILL SLOPES. ePC� 1�0L`''''YFI 7 . PROVIDE A BROW DITCH. DESIGNED TO HANDLE 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. rq \ cE1�� ____ �----� 100YR Q STORM FLOWS, ALONG TOP OF CUT VERTICAL HEIGHT, AND FILL SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT 5 \ PLANTED WITH GRASS OR GROUND COVER TO PROTECT SLOPES. OF ANY CONSTRUCTION/GRADING. ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) IENMU\ 23. e. FINAL COMPACTION REPORT WILL BE REQUIRED FOR SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS NOT TO SCALE * l~oR orKEET WITH StoRrrt ALL FILLS GREATER THAN ONE FOOT. TO ADJACENT GROUND SURFACE IS REQUIRED. THE DRAIN, DEPTif VARIES 43 N.T.S. \ CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DIRE CTEO By OWNED. OAKHILL DRIVE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH SHALL BE GIVEN. VICINITY MAP \ RECOMMENDATIONS OF THE PRELIMINARY SOILS PINE TREE CIRCLE \ _ INVESTIGATION BY LEIGHTON AND ASSOCIATES 19. EROSION CONTROL. ALL GRADED SLOPES SHALL BE v n CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Calat least 2 working days prior to excavating. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ?0ESSI COUNTY OF RIVERSIDE B.M. T-29-81 A%CHQ FZ�, Contractor 2-1/2'BRASS DISK IN CONCRETE CYLINDER. Horizontal 3P� � 1 IN THE N.W. CORNER OF THE INTERSECTION �► o No. 46804 OF RANCHO CALIFORNIA RD. WITH MARGARITA RD. 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH r=200' Exp.6-30-99 Inspector OF P.P. (NO NUMBER), 94' NORTH OF THE CENTER LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical sj, CIV1�• WITNESS POST 1.0' WEST OF MONUMENT, JX Date Cmp It'd 4,)-, ELEVATION: 1128.410 (ADJ. 9-13-82) N/A OF CAI.%F /usr/pro jdata/r_grp/d-13193/193GRD6.dgn all t., s' & 10 .0-10 .001, .__0 ��- \ � � y 0-00 \ 1000� \ \ BERK\ INDEX MAP \ SCALE: 1'=200' \ 0000 .000 4** 0000, '000, 0A \ \ \TRACT N0.9 .00000-00 \ \�� 1 TRACT N0.9 .000 0000 0000 0000 446rr , d: \ \ of o Its' I a' / /// /�/ / .� 51re W& orPoP.T . LL r­�, �/ -Oe« \ � cEVEc _ -� 1000, / RIAcAf. N G RACW JVA1 FAUr• 1 \ / s \ TYPICAL ROUGH GRADE STREET SECTION // 100e NOT TO SCALE roR gTIrEEr WIj'H STORM ✓ TEMEKU DRIVE vlR�crEv ay owNESi�,4s B� T z - � le te DI B TYPICAL LO�-GRADINGDETAILSCALE NOT EARTHEN BERM DETAI NOT TO SCALE COT W/Orli: VAffl"-3Bif A"At e In F/AIISM PAD bRADE I D/RT !TERM pv�tr eEl'ih w 141 - . A,e ' Fart TEMP ZARy EARrN 89EM Ar rov or FILL stens sEE s4 AAf Psit PC AIM ormlL r#16 SHEE T TYPICAL OT ROSS ECTION B -B NOT TO SCALE Designed by Drawn by Checked by EMR EH EMR P repored Under Supervision Of Alt Date G v WARD MICHEt RATICAN R.C.E. No. 46804 Expires 6-30-99 1001 ti mi d •0' LEVEL ZE ZE 4.0' 10� ASDSHOWN _ _. 1.0% -vim viRrlc& tvl �r E.Oyst S. USE VAR/AdLE dL0/!E s \a' 91" 5wes w/ELEV. 01FF. /Ifs. BE r. PADS wl" es cvr WTIM GRADE BREAK GrvIDE J GRADE (O.J LOT GRADING SECTION A -A NOT TO SCALE WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA STANDARDS AND SPECIFICATIONS, AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, DIVISION OF HIGHWAYS. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS ALL CONTRACTORS AND SUB -CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS 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. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIQNS 'CONSTRUCTION SAFETY ORDERS.' THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUB -CONTRACTOR'S 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 OF 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 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, EXCEPTING FOR LIABILITY ARISING FROM 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 HEREON,AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. ENGINEER OF WORK RICK ENGINEERING COMPANY 3050 CHICAGO AVENUE SUITE 100 RIVERSIDE, CALIFORNIA 92507 (909) 782-0707 FAX- (909) 782 0723 OWNER /DEVELOPER TEMEKU HILLS DEVELOPMENT PARTNERS L.P., A CALIFORNIA LIMITED PARTNERSHIP 2727 HOOVER AVENUE NATIONAL CITY, CALIFORNIA 91950 (619) 477-4117 LEGAL DESCRIPTION PARCELS 1 THROUGH 5 AS SHOWN ON PARCEL MAP N0.21884 FLED IN BOOK 144, PAGES 24 THROUGH 33 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA. TOPOGRAPHY R CONTOURS AND ELEVATIONS METHODSIN CO FORMANCEWI PROVIDED D H THEU SR MAP ACCURACOM Y STANDARD AND SUPPLIED BY PICTORIAL SCIENCES, INC. 1097 WEST BASE LINE, SAN BERNARDINO, CALIFORNIA 92411, PHONE (714) 888-5795, DATED 5-25-88. SOILS ENGINEER LEIGHTON & ASSOCIATES 41769 ENTERPRISE CIRCLE N. SUITE 102 TEMECULA, CA 92590 (909) 676-0023 �- LEGEND J SEE BERM DETAIL THIS SHEET NOTE ROUNDED TOP OF SLOPE LOT PAD SLOPE TO BE CONSTRUCTED TO FORM A SMOOTH CONTINUOUS PLANE SURFACE AND ROLLED BACK TO PL. TO REMOVE PAD SLIVER BEYOND PROPERTY UNE CUT/FILL BANK 2:1 ....................................... (UNLESS OTHERWISE NOTED ON PLAN) FINISH ELEVATION ...................................... 1250.6 CUT/FILL LINE C F DAYLIGHTLINE ...................................•---...... _,��� UNIT BOUNDARY EXISTING CONTOUR � 50 FINISH CONTOUR EXISTING SPOT ELEVATION BLADED SwALE PROPOSED STORM DRAIN ESTIMATED GRADING GIUANTITIES ESTIMATED CUT 86,000 CY ESTIMATED FILL 86,000 CY NO TO SCALE NOTE: GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. RECOMMENDED BYsDATE: �l/�/�R ACCEPTED BY: /1,.rw.l,�� PIG�1�.� DATE: RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS R.C.E. No. 19744 Expires 9-30-01 LD98-062GR FjX ENGWEEMMCOMMM 3030 Ch 10090 Avsrxjs �I Sults 100 Ido R 1 vers 1 ds. Ca I I torn 1 a 92807 ("9) 142-0T01 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 0raw0ip No. ROUGH GRADING PLANS L TRACT N05. 23371-9 & 10 sn,er 1 or 7 PLOT DATE:26-JUN-1998 JN 13193 DATED MAY 21. 1998. TWO SETS OF THE FINAL PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS COMPACTION REPORT SHALL BE SUBMITTED TO THE OR ANOTHER APPROVED GROUND COVER. SLOPES OVER ENGINEERING DEPARTMENT WHICH SHALL INCLUDE 15' IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER FOUDATION DESIGN RECOMMENDATIONS AND SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR A CERTIFICATION THAT GRADING HAS BEEN DONE IN COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT CONFORMANCE WITH THE RECOMMENDATIONS OF THE 10' ON CENTER: TREES. 20' ON CENTER: COMBINATIONS. PRELIMINARY SOILS REPORT. 15' ON CENTER. SLOPES OVER 4' IN VERTICAL HEIGHT 44er SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH 1 so 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING BACKFLOW PREVENTION DEVICES PER U.P.C.. CHAPTER 10.R. DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL +.s' le' INSPECTION. THIS INSPECTION MUST BE APPROVED EXTERIOR WALLS AT NOT LESS THAT 1/4" PER FOOT PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR FOR A MINIMUM OF 3 FEET. EACH LOT.21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL?' I �'a ' ENGINEERING DEPARTMENT PHONE: (909)694-6411 WATER COURSES SHALL BE PERMITTED. ePC� 1�0L`''''YFI 11. CUT SLOPES EQUAL TO OR GREATER THAT 5' IN 22. ALL PROPERTY CORNERS SHALL BE CLEARLY cE1�� ____ �----� VERTICAL HEIGHT, AND FILL SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT Rgr�KN 4KAZW ,lWPAGE PLANTED WITH GRASS OR GROUND COVER TO PROTECT OF ANY CONSTRUCTION/GRADING. ° THE SLOPE FROM EROSION AND INSTABILITY IN 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS TYPICAL ROUGH GRADE STREET SECTION ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS NOT TO SCALE * l~oR orKEET WITH StoRrrt ENG I NEER FROM THE RESPONSIBILITY FOR THE DRAIN, DEPTif VARIES 43 12. NO FILL SHALL BE PLACED ON EXISTING GROUND CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DIRE CTEO By OWNED. OAKHILL DRIVE UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DURING CONSTRUCTION. UPON REQUEST. THE DEBRIS. TOPSOIL, AND OTHER DELETERIOUS APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND PINE TREE CIRCLE MATERIAL. APPROVAL. RERK S H I RE LANE EROSION CONTROL GENERAL NOTES 1. EROSION CONTROL IS REQUIRED FOR GRADING 11. THE DEPARTMENT OF PUBLIC WORKS PRESERVES THE RIGHT 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND OPERATIONS DURING THE RAINY SEASON FROM TO MAKE CHANGES OR MODIFICATIONS TO THE PLAN AS DURING PERIODS OF COMPLETION PRIOR TO FINAL OCTOBER 15TH TO APRIL 15TH. APPROVED PLANS ARE DEEMED NECESSARY. GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES. REQUIRED FOR ALL ROUGH GRADING. TO ELIMINATE EROSION AND THE SILTATION OF 2. IN CASE OF EMERGENCY CALL: 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY, ALL OTHER INFORMATION IS SUBJECT TO CHANGE. DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED DENNIS BOWMAN TO: TEMPORARY DOWN DRAINS. EITHER IN THE FORM OF MCMILLIN COMPANIES 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL (909) 694-3888 MANUFACTURED SLOPES PRIOR TO PERMANENT AREAS: GRADED BERMS AROUND AREAS TO ELIMINATE 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION PLANTING. EROSION OF FILL SLOPES BY SURFACE RUNOFF: CONFINED PONDING AREAS TO DESILT RUNOFF: CONTROL WORK AND INSURE THAT WORK IS IN 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT TEMPORARY CHECK DAMS IN TOE OF SLOPE DITCHES TO ACCORDANCE WITH THE APPROVED PLANS (IF FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES DESILT RUNOFF; PROTECTION SUCH AS SAND BAGS REQUIRED) (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). AROUND INLET WHICH HAVE NOT BEEN BROUGHT UP TO 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK 15. ' NO OBSTRUCTION OR DISTURBANCE OF NATURAL GRADE: AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE DRAINAGE COURSES OR EXISTING STORM DRAIN INLETS TOP OF SLOPES SHALL BE CONSTRUCTED AND RAINY SEASON. NECESSARY MATERIALS SHALL BE SHALL OCCUR DURING THE RAINING SEASON, UNLESS MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT ADEQUATE TEMPORARY/PERMANENT DRAINAGE OPERATIONS ARE NOT IN PROGRESS. LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF FACILITIES HAVE BEEN APPROVED AND INSTALLED TO TEMPORARY DEVICES WHEN PLAN IS IMMINENT. CARRY SURFACE WATER TO THE NEAREST PRACTICAL 20. TOP OF CUT BROW DITCHES. WHERE REQUIRED ON THE 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT STREET, STORM DRAIN OR NATURAL WATER COURSE. PLANS, SHALL BE CONSTRUCTED PRIOR TO EXCEEDING THE APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS. 16. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN 12 FEET OF CUT MEASURED VERTICALLY. 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL SUCH A MANNER THAT STORM RUNOFF WILL BE 21. CONTAINED WITHIN THE PROJECT OR CHANNELED INTO CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THS STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF EROSION CONTROL MEASURES WILL BE REQUIRED TO THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE PROTECT AREAS WHICH HAVE BEEN CLEARED AND 7. AFTER A RAINSTORM. ALL SILT AND DEBRIS SHALL BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. GRUBBED PRIOR TO GRADING OPERATION. AND WHICH REMOVED FROM CHECK BERMS. SILT FENCES. AND 17. CONFORMANCE WITH THE REQUIREMENTS OF THESE ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE RAINY SEASON. THESE MEASURES MAY INCLUDE BUT DES[LTING BASINS ETC. PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR SHALL NOT BE LIMITED TO: GRADED DITCHES; BRUSH S. GRADED AREAS AROUND THE TRACT PERIMETER MUST FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. DRAIN AWAY FROM THE FACE OF SLOPE AT THE SHALL CONSIST OF. BUT NOT BE LIMITED T0. CONCLUSION OF EACH WORKING DAY. CONSTRUCTING SUCH FACILITIES AND TAKING SUCH 22. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE 9. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL MEASURES AS ARE NECESSARY TO PREVENT. CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE DURING CONSTRUCTION. UPON REQUEST. THE REQUIRED TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CONSTRUCTION OF THIS PROJECT. PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO CREATES A HAZARDOUS CONDITION. THE ENGINEER FOR APPROVAL. 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER IST SHALL BE 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS TREATED FOR EROSION CONTROL PRIOR TO OCTOBER 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE GRADING OF INDIVIDUAL GRADING AREAS ARE 15TH. SLOPES CONSTRUCTED AFTER OCTOBER -IST HYDROSEEDED UNLESSSUFFICIENT NATURAL VEGETATION COMPLETE PER ROUGH GRADING PLANS. SHALL BE TREATED FOR EROSION CONTROL AS THE HAS BEEN EXTABL[SHED AS DETERMINED BY THE CITY OF CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS TEMECULA INSPECTOR. DIG ALERT OF 25 FEET OR LESS MEASURED VERTICALLY. n CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Calat least 2 working days prior to excavating. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ?0ESSI COUNTY OF RIVERSIDE B.M. T-29-81 A%CHQ FZ�, Contractor 2-1/2'BRASS DISK IN CONCRETE CYLINDER. Horizontal 3P� � 1 IN THE N.W. CORNER OF THE INTERSECTION �► o No. 46804 OF RANCHO CALIFORNIA RD. WITH MARGARITA RD. 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH r=200' Exp.6-30-99 Inspector OF P.P. (NO NUMBER), 94' NORTH OF THE CENTER LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical sj, CIV1�• WITNESS POST 1.0' WEST OF MONUMENT, JX Date Cmp It'd 4,)-, ELEVATION: 1128.410 (ADJ. 9-13-82) N/A OF CAI.%F /usr/pro jdata/r_grp/d-13193/193GRD6.dgn all t., s' & 10 .0-10 .001, .__0 ��- \ � � y 0-00 \ 1000� \ \ BERK\ INDEX MAP \ SCALE: 1'=200' \ 0000 .000 4** 0000, '000, 0A \ \ \TRACT N0.9 .00000-00 \ \�� 1 TRACT N0.9 .000 0000 0000 0000 446rr , d: \ \ of o Its' I a' / /// /�/ / .� 51re W& orPoP.T . LL r­�, �/ -Oe« \ � cEVEc _ -� 1000, / RIAcAf. N G RACW JVA1 FAUr• 1 \ / s \ TYPICAL ROUGH GRADE STREET SECTION // 100e NOT TO SCALE roR gTIrEEr WIj'H STORM ✓ TEMEKU DRIVE vlR�crEv ay owNESi�,4s B� T z - � le te DI B TYPICAL LO�-GRADINGDETAILSCALE NOT EARTHEN BERM DETAI NOT TO SCALE COT W/Orli: VAffl"-3Bif A"At e In F/AIISM PAD bRADE I D/RT !TERM pv�tr eEl'ih w 141 - . A,e ' Fart TEMP ZARy EARrN 89EM Ar rov or FILL stens sEE s4 AAf Psit PC AIM ormlL r#16 SHEE T TYPICAL OT ROSS ECTION B -B NOT TO SCALE Designed by Drawn by Checked by EMR EH EMR P repored Under Supervision Of Alt Date G v WARD MICHEt RATICAN R.C.E. No. 46804 Expires 6-30-99 1001 ti mi d •0' LEVEL ZE ZE 4.0' 10� ASDSHOWN _ _. 1.0% -vim viRrlc& tvl �r E.Oyst S. USE VAR/AdLE dL0/!E s \a' 91" 5wes w/ELEV. 01FF. /Ifs. BE r. PADS wl" es cvr WTIM GRADE BREAK GrvIDE J GRADE (O.J LOT GRADING SECTION A -A NOT TO SCALE WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA STANDARDS AND SPECIFICATIONS, AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, DIVISION OF HIGHWAYS. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS ALL CONTRACTORS AND SUB -CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS 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. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIQNS 'CONSTRUCTION SAFETY ORDERS.' THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUB -CONTRACTOR'S 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 OF 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 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, EXCEPTING FOR LIABILITY ARISING FROM 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 HEREON,AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. ENGINEER OF WORK RICK ENGINEERING COMPANY 3050 CHICAGO AVENUE SUITE 100 RIVERSIDE, CALIFORNIA 92507 (909) 782-0707 FAX- (909) 782 0723 OWNER /DEVELOPER TEMEKU HILLS DEVELOPMENT PARTNERS L.P., A CALIFORNIA LIMITED PARTNERSHIP 2727 HOOVER AVENUE NATIONAL CITY, CALIFORNIA 91950 (619) 477-4117 LEGAL DESCRIPTION PARCELS 1 THROUGH 5 AS SHOWN ON PARCEL MAP N0.21884 FLED IN BOOK 144, PAGES 24 THROUGH 33 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA. TOPOGRAPHY R CONTOURS AND ELEVATIONS METHODSIN CO FORMANCEWI PROVIDED D H THEU SR MAP ACCURACOM Y STANDARD AND SUPPLIED BY PICTORIAL SCIENCES, INC. 1097 WEST BASE LINE, SAN BERNARDINO, CALIFORNIA 92411, PHONE (714) 888-5795, DATED 5-25-88. SOILS ENGINEER LEIGHTON & ASSOCIATES 41769 ENTERPRISE CIRCLE N. SUITE 102 TEMECULA, CA 92590 (909) 676-0023 �- LEGEND J SEE BERM DETAIL THIS SHEET NOTE ROUNDED TOP OF SLOPE LOT PAD SLOPE TO BE CONSTRUCTED TO FORM A SMOOTH CONTINUOUS PLANE SURFACE AND ROLLED BACK TO PL. TO REMOVE PAD SLIVER BEYOND PROPERTY UNE CUT/FILL BANK 2:1 ....................................... (UNLESS OTHERWISE NOTED ON PLAN) FINISH ELEVATION ...................................... 1250.6 CUT/FILL LINE C F DAYLIGHTLINE ...................................•---...... _,��� UNIT BOUNDARY EXISTING CONTOUR � 50 FINISH CONTOUR EXISTING SPOT ELEVATION BLADED SwALE PROPOSED STORM DRAIN ESTIMATED GRADING GIUANTITIES ESTIMATED CUT 86,000 CY ESTIMATED FILL 86,000 CY NO TO SCALE NOTE: GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. RECOMMENDED BYsDATE: �l/�/�R ACCEPTED BY: /1,.rw.l,�� PIG�1�.� DATE: RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS R.C.E. No. 19744 Expires 9-30-01 LD98-062GR FjX ENGWEEMMCOMMM 3030 Ch 10090 Avsrxjs �I Sults 100 Ido R 1 vers 1 ds. Ca I I torn 1 a 92807 ("9) 142-0T01 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 0raw0ip No. ROUGH GRADING PLANS L TRACT N05. 23371-9 & 10 sn,er 1 or 7 PLOT DATE:26-JUN-1998 JN 13193 x r I// f 0/. 37 E GA SE RWA/A k1AV m . � 98 56. zar"EMErfv DQ/VE •' \ 6 0"5rR41Cr TERRACE 017*CAICl 7'y OvAr 7,EME CUL A 570' - - ro ; 119 0. 18 •6' p 17 6S//Tj,C, �F ...r IIIIIIIIIIIlmoommoommommo"116 � �/ �. r K ::' i•- -� ,;•��, (� 15 I 113 p 112 r _ .. i ?- kr �l , h ... . . . . .. . . .... ......_ -•" „rte T 9�� 5� ^�� r� �- r xl S r Df D' -�.- •.� Cb LOT C ` ... �..� ........ h .................. �- .•-... ::::�.• :. :- . REM01 �'X/ST. �.\r 4R.4,o� X/ t \ ` \ ^ nv' �• - • - -.. ,1 �( ,� �y... .,.. �s� / 2. 'I • ..... 4� c / ,o T \ .. H .. ti \ L E ... W �� L - -. .... �}, • :�, -. =j- _ V_ ...:�•. 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LL, I819 � _ _. ti _ ti ...... � oo, � � /229 •� �_ a". � �� .�� h '��: '� X/ "� � Q ' l /. \ 1 .,,� , c'? :�► /ZZ • 8 0 /2 32. ¢ :, /234:3 p33 g: . • ='+:: r: cs:: :�/ V• •S \ `�,� �_ _... -1 .7 :;yylee,�4� � • iiii Yf ,a... .... _. Opp 1�f• 2 �' .�� . ��:: ---� ,,.t ; .. � � '••� 2 Ce0l (.V S b r rC11,00, ti 2 . :r �. �`04n9' j. .!S / r 7� J i. O 2/ .. •�: :�•. �. .r a..... . .,,,rte , 'h' - - - -- 2' �- .. . .. ..... ... E - - =fid m: .7 - ........... V ' Al - S S 3 � .r l J _- SEE SHEE7- •3 ••- 4< T: 7. ..... t Oc'• ............ _ - \ t . - 8 00 ... fir.•-, . . . ...,.... - .... O 1 �o 3 2 P p r r. 1 r-- � A► r � r� PA 1 r tit:;:; 1 will - lu 0000 RSR�iss/onV ro '``'rr .. REMovE EX. 01r4y - C�f AZ:)E .CDA 7 eZL7 �-,;' j F/LG A5 N5CE55,49Y�- FOR R�sl ri r� �ooH/ CoNC. v/ rCH DIG ALERT TION D NTS •:j:: QI L D 99 2 1 1 GR CALL. BEFORE ... .. . sc11Fe r= Ao11 LD98-062 UK YOU DIGS 1-800-227-2600 UNDERGROUND SERVICE ALERT Calat least 2 working days prior to excavating, CONSTRUCTION RECORD DATE BY 11-17- 11 REA Contractor Inspector Date Cmp It'd /usr/pro,data/r-grp/d_13193/1939rd3.dgn REVISIONS REV/SE REAR SLOPE GRA DIN(: -L OTS /5 -/7• e S/ •- 56 DATE I ACC'D BENCHMARK: SEE SHEET NO. 1 SCALE SEAL:tOEssIq,� ,41CHE( Horizontal W N0. ,6804 Z 1'=40' Exp.6-30-99 Vertical N/A Designed by Drawn by Checked by EMR/SJF EH EMR Plans Prepared Under Supervision Of Date Al-A01e49 EDWARD MICHL RATICAN R.C.E. No. 46804 Expires 6-30-99 40 0 40 80 RECOMMENDED BY: DATE: _7// ACCEPTED BY: DATE: 7 98 RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS R.C.E. No. 19T44 Expires 9-30-01 RICK ENG Comi*m 3050 Ch 1 cage Avenue suite 100 Rivers ldo, Ca I i Porn t a !t'jOT (!0!) 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Itt .� 0 cows rR UcT r,�R1ZA c,E D17nq \ '� ` /� / / k / �a �, ,�5 � I © ti 6 �,Q c/TY 7i�1� cC��.4 STl�• ` /� i' ' �� 251.1 b� S.8 �: l % N� /t' .� N f o¢ ry,� „c. „ ` / �;;' ��`' 0/ / by ��. G���� ,:34 Ig I q �P r"' / U ``� A \ / 56.6 l ' /e SZ.Z . tt • &' \ ft,# 4 r &f RAD ,or % l ti � 111;cam- , y 25,E 9 /...� \y� OQ 5� RO OS�l� (� GrU DE SAC / %.� a. ;�Os, 9 � k 39 / R�Mo axis .--. ` •- �. k I $ P/rcy r ` _ / r /% ��•_. :_ •--.._.. �' / GD' .r C UR.:) r . \ - < * % * - . *. . . . - . 4'2��.h ." .1 . , . .. . , .. .. \ . . . . . I Ni�t-- SECTION F F �... \ f�; 1A21 --/ N.T. S. / � \ \ �.� le r • r . 40 \10-1 .000, .. * : : .f // t : . . 111. - --- � .............. k a ; .. '. DIG ALERT 1. t. = k t� �'� tI .. 40- CD TM t %I> I LD99- 2 1 1 GR CALL SCALE: 1'='40' t ;!, r:;ir . r ,v ,. •• LD 98-062 GR } BEFORE 40 0 40 80 .".. ' YOU DIG! 1. .,_; . RICK FNGROEMM COMMNY 1-800-227-2600 1�. ••' f 3o MIcago Avenue UNDERGROUND SERVICE ALERT Callat least 2 working days prior to excavating. IIIIIIIIII CONSTRUCTION RECORD DATE BY 11-17-99 MSR (Contractor Inspector Date Cmp lt'd /usr/pro�deta/r_grp/d_13193/193grd4.dgn REVISIONS R,614/SE RAEAR SLOPE CR,4a�/vG ,C_.OTS 51-66 DATE I ACC'D BENCHMARK: It SEE SHEET NO. 1 SCALE SEAL: ESS/ AZ ACHE Horizontal 41?41 dpi W o. N 46604 z g 1'=40' Exp.6-30-99 Vertical N /A Orf C���FdF Designed by EMR/SJF Pb - I ) � ff - r, do EDWARD MI&Et RATICAN R.C.E. No. d 46804 Drawn by Checked by EH EMR Prepared Under Supervision Of Z�--* �Dat® • Expires 6-30-99 RECOMMENDED BY: ' ATE: ?%7� ACCEPTED BL - Y:44to�� 1/qa RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS --- I R.C.E. No. . 19744 Expires .Ir..r.....11 CITY OF TEMECULA 1"9 Suite 100 Riverside. Californio 92SOT (!0!1 T�2-QTO1 DEPARTMENT OF PUBLIC WORKS ROUGH GRADING TRACT N0. 23371- 9 AND 10 : Drawing No. Sheet 3 of 7 PLOT DATES 15 -MAR -1998 A 13193 L." : ; : 1. .. .. .. / T .... .... , , * I %-.1 . �_� �� �� . I -� .•.- N - _. -1 I I �� ` 1 - ..J ARK I -• �� .C` 1. 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CONSTRUCTION RECORD DATE Contractor Inspector Date Cmplt'd /usr/projdaite/r_grp/d_13193/193grd5.dgn BY SCALE: V= 40' 40 0 40 80 REVISIONS DATE I ACC'D BENCHMARK: SEE SHEET NO. 1 SEAL: SCALE p'RO ESS1 Designed by Drawn by Checked by A� ,,ICHQ 4 EMR/SJF EH EMR Horizontal 4 3P� �: * Plans Prepared Under Supervision Of l w NO. 4680 z In 1'=40' Exp.6-30-99) a- - - Date 00v Vertical EDWARD MICHEL RATICAN s� CIV1�. \' N/A 4TF � CALI�°R.C.E. No. 46604 Expires fi-30-99 LD 98- 062 GFS RICK ENG COMMW 3050 Ch I cago AvsrwA Sutt. 100 Riv.rsta.. Ca 1 1 Porn i a 42501 (!0!1 1t2-OT01 m m VI = m m z 0 m RECOMMENDED BY: A DATE: ?,( CITY OF T DEPARTMENT OF PUBLIC WORKS ACCEPTED BY: 9MIA�- DATE: / 9�. . RONALD J. PARKS_ .....', .. ....... � DEPUTY DIRECTOR OF PUBLIC WORKS ROUGH GRADING TRACT 23371- 9 AND 10 R.C.E. No. 197M Expires9-30-01 __ ';" Drawing No. Sheet q of 7 PLOT DATE: 15 -MAR -1998 JN 13193 2• ROUGH is 119 GRADE PAD LIMITPE (TYP �' ! r O — - �. 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CONSTRUCTION RECORD DATE (Contractor Inspector Date Cmplt'd BY REVISIONS DATE 1 ACC'D BENCHMARK: SEE SHEET NO. 1 SCALE SEAL: ?0ESS1 A%CHE4 Horizontal r� � W 140. 46804 1'=40' Exp.6-30-99 Vertical N /A 'rf Designed by EH P EDWARD MICHEL R.C.E. No. 1TICAN 46804 Drawn by Checked by EH EMR Prepared Under Supervision Of Date Expires 6-30-99 SCALE: 1'= 40' 40 0 40 80 None .@ SAANva►&E Ptmcememr rtfis 61fEET 13 A 4Jr.4PHiG REP RESEN *rAVON ONLY Seer DErAm s PrOR et )(AG r Ft ACEMEN7: RECOMMENDED BYE DATE: /T d ACCEPTED BY: A,4- � DATE: RONALD J. PARKS DEPUTY DIRECTOR Of PUBLIC WORKS R.C.E. No. 19744 Expires 9-30-01 LD98-062GR F" ENGREERM LIMEN 3030 C1110W A VW%A Suit. 100 Riwrslao. Callfornla qm? t!091 142-0701 CITY OF T DEPARTMENT OF PUBLIC WORKS :9119 EROSION CONTROL PLANS TRACT NOS. 23371 - 9 AND 10 Drawing No. Sheet 5 of 7 /usr/projdata/r-grp/d-13193/193EROl.dgn PLOT DATE: 13 -MAY -1998 JN 13193 [I— 1" '. , 1. '... 1. . I.. I., . , . � . , I " . '. '. . ... 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' RAD Pr , h� o I� 5t 3W , 3C 5 I / 254" 9 / �/k d 1. 0 0 \ 0 eOU DE SAC .1. - o •;�, �C.• �4T DSS/LT/A/G ,QASI/Y ONLY -'" �'' �' ��,'' L \ / 39 �� k a / ; �•., iVdrE � ror of 8"S, .Eycerr w/r#IM wE» \ ,� %, �.. C � I� r �" J J � r % 7r0 lit/ 0.5' ABOVE Bri&S /N W61R I I ! \ \ � / ` - \. .- " f / 1%b� / .��. C:) I h `k ( �� ` B fEMP(�RARY DEStLTiNG BASIN MLET -• = { : 1 11%\ < ,- . .1.1. ' ' , r -.- .� \ �k , b 6 p / I \ -� 4D�) ` . N4rE• sAUDdr b PC�1G�P75A T TNI,* %NfCC I EIR WEIR /, �� \ �r j•`• ., .11 .. ...: •{fz rs ^ 6RAFRIC. A resEMTArlom OmY , 1 I 1 \ \ j t.: k 1 ".. • � j . .SE6 Co9'�eESPORD�uG DCrAILS Fag 1 � 1 � h `� I ' it 0 ' CD • _ I.L.JA .`.' `� �I; I I NOTE: TOP OF ALL BAGS, EXCEPT WITHIN WEIR �. (;; �. DIG ALERTTO BE MIN. 0.5' ABOVE BAGS IN WIER I I . CABLE A-* GRAVELBACP 81 SANDBAG ROW PACING Tm I I I . . SCALE: Ill= 401 S TRf ET L__RAD9. ' , IN'MRVA X CALL LESS THAN 200' LD98--062 GR BEFORE TEMPORARY DESILTING BASIN INLET- SUMP CONDITIONrC 2•%TO 4% 75' 40' YOU DIG! 40 0 40 80 a% TO f °�0 40' 20' I�ICj� E%ROERIM COMI*M 6%, TO 8 % 2 5' 15' 1-804-227--2640 8% TO •Ib"Po 25' 10' SM � ��� ItIvW too UNDERGROUND SERVICE ALERT t wra d�. Cot 1 torn i a l�01 x110'!1 '/tit -0707 CaNat bast 2 working days prior to excavating. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEALS �ESSi Designed by Drawn by Checked by E H' EH .EMR RECOMMENDED BY: DATE: X1,17 CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal � P� �% Plans Prepared Under Supervision Of Contractor No.46eo4 r �` ACCEPTED BY: DATE: 7//7/q9 ... 111L.1'."" SEE SHEET N0. 1•=40' Exp.6-3o-992g!; 4, -Date RONALD J. PARKS _ EROSION C 0 N T R 0 L PLAN S Inspector Vertical � � � EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NOS, 23371 - 9 A N D 10 Drawing No. � CivJ� �a Date C it'd N /A I 4rF �`\Fo��* R.C.E. No. 46804 Expires 6-30-99 :�, Sheet 6 of 7 mp R.C.E. No. 19744 Expires 9-30-01 . PLOT DATES 13 -MAY -1998 JN 13193 /usr/pro�dete/r_grp/d�.13193/193EROl.dgn . 1 I I 1 I I � lI N i GOLF COUR:�r I I i 'I Z5�1 3441 Ar4 �i {, i I � I � M �I I � R C r Jul 0, 21-313) 11 1 I . ff` .ham DIG ALERT M CALL BEFORE DTE YOU DIG! 1400--227-2600 UNDERGROUND SERVICE ALERT Callat least 2 working days prior to excavating. CONSTRUCTION RECORD DATE BY Contractor _ Inspector Date Cmp It'd /usr/pro, date/r-grp/d_13193/193EROI.dgn SCALE: V = 40' 40 0 40 80 REVISIONS DATE I ACC'D .. FTrE .. A: GRAVELBAG 8k SANDBAG ROW SPACING ET GRADE INTERVAL X LESS THAN 2% 200' 75' 2% TO 4% 75' 40' 4% TO 6% 40' 20' 6'%w TO 8%' ' 25' 15' GOLF r 0 UR—SI TA -C r '%1O, 2-31371 1'D nb;G1 ... E ZA65 MIN. IN, SECTION (rT R) NTS PP -ACC MAIDBAIdw 5 --I PEg TYPICAL SECr/OA! t ESE �,�r/off r�is BHT I BENCHMARK: SCALE SEAL: VIOESSI Designed by Drawn by Checked by %X%CHEZ ER EH E M R Horizontal No. 46804 _ Plans spared Under Supervision Of SEE SHEET N0. 1 1•=40' Exp.6-30-99 DateArAr Vertical EDWARD MICHEL RATICAN N / A ATF OF co', %I R.C.E. No. 46804 Expires 6-30-99 PLASTIC 6AAID80145 (TYP) P M{ N. •ti ELEVATION '(TYP) NTS puceMeNr cirnr r X 1 v _r a\/I 0 E31 L r H 0 j\/I r\ •--'pA R K 1 SPRIG/l1/6 N ,-'- .r•"�' Pr.�IC�1�16NT G//Kl r ` r roc rj f. .S�Tc�NCm- Cid m CID IVorE: SAAMBAdr PrAldir.M rr THis SH615T 15 A GRAPHIC REPR95& 1rAlTld4J ONLY 6646 417CrA4.5 r'09. 45KA C r PLA CEi16W. F" CC&ff*M 3050 Ch1C0go AVWMM Sult* 100 Rlvers las, Ca I I Torg% 92S07 1"9) 762-0707 RECOMMENDED BY: � DATE: T14706 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ACCEPTED BY: � DATE: 7/1-1/4qe RONALD J. PARKS EROSION CONTROL PLANS DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT NOS. 23371 - 9 AND 10 R.C.E. No. 19T44 Expires 9-30-01 J Drawing No. 1 Sheet 7 of 7 PLOT DATE: 13 -MAY -1998 JN 13193 L `yV1 \ ' BENCHMARK: SCALE SEAL: VIOESSI Designed by Drawn by Checked by %X%CHEZ ER EH E M R Horizontal No. 46804 _ Plans spared Under Supervision Of SEE SHEET N0. 1 1•=40' Exp.6-30-99 DateArAr Vertical EDWARD MICHEL RATICAN N / A ATF OF co', %I R.C.E. No. 46804 Expires 6-30-99 PLASTIC 6AAID80145 (TYP) P M{ N. •ti ELEVATION '(TYP) NTS puceMeNr cirnr r X 1 v _r a\/I 0 E31 L r H 0 j\/I r\ •--'pA R K 1 SPRIG/l1/6 N ,-'- .r•"�' Pr.�IC�1�16NT G//Kl r ` r roc rj f. .S�Tc�NCm- Cid m CID IVorE: SAAMBAdr PrAldir.M rr THis SH615T 15 A GRAPHIC REPR95& 1rAlTld4J ONLY 6646 417CrA4.5 r'09. 45KA C r PLA CEi16W. F" CC&ff*M 3050 Ch1C0go AVWMM Sult* 100 Rlvers las, Ca I I Torg% 92S07 1"9) 762-0707 RECOMMENDED BY: � DATE: T14706 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ACCEPTED BY: � DATE: 7/1-1/4qe RONALD J. PARKS EROSION CONTROL PLANS DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT NOS. 23371 - 9 AND 10 R.C.E. No. 19T44 Expires 9-30-01 J Drawing No. 1 Sheet 7 of 7 PLOT DATE: 13 -MAY -1998 JN 13193 L