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HomeMy WebLinkAboutTract Map 30264 Rough Grading FFEROSION CONTROL NOTES GRADING NOTES , INFORMATION ON THIS PLAN IS FOR EROSION AND SEDIMENT CONTROLS ONLY. SEE THE GRADING PLAN FOR CITY OF T E M E C U LA ADDITIONAL REQUIREMENTS. A COMBINATION OF EROSION AND SEDIMENT CONTROLS MUST BE IN PLACE FOR ALL 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, SOIL-DISTURBING AC7INTIES BY OCTOBER 1 OF EACH YEAR AND, AT A MINIMUM, MAINTAINED THROUGHOUT THE APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF APPLICABLE, TO THE STATE RAINY SEASON (OCTOBER 1 - APRIL 30). ROUGH GRA IN G PLAN TR. 30264 � WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. DISCHARGER CONTACT INFORMATION: �Q'f2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1X. DRAINAGE & T R. 32319 � SWALES SHALL BE A MINIMUM OF 0.2* DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY OF TIM HAMPTON - STANDARD PACIFIC Q4��P WALLS AT NOT LESSTHE TOP OF �7HAN Jfi ADED SLOPES. R FOOT FOR ADE SHALL MIN MUM OF 3E�E AY FROM ALL EXTERIOR (RESPONSIBLE PERSON) (FIRM) AT 909-821-9885PA02-0339 9 REDHAWK PKWY 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. �� Nil• � P 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM (24-HOUR PHONE NUMBER FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL 3. THE DISCHARGER IS RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND �cGl � P�Or� HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE SEDIMENT CONTROL WORK, AND SHALL INSURE THAT WORK IS IN ACCORDANCE WITH THIS APPROVED PLAN. IF SOIL � WOLF VALLEY ROAD TOP OF SLOPES. DISTURBANCE MEETS OR EXCEEDS ONE ACRE, A WASTE DISCHARGE IDENTIFICATION NUMBER (WDID) ISSUED 30' ROADWAY PASEO d� 30' LINEAR�pE�K � p �' S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL BY THE STATE WATER ENGINEER, OR ST O SHALL CERTIFY THAT ALL FILLS HAVE (ALL SWPP�P) �IALLNALSO BE MPLEMENTED, OUTLINED nA DI EC iD BYEOS STORMWATER THE CIMS NPDES N INSPECTOR.PREVENTION PRCES CONTROL BOARD (SWRCB) SHALL BE PROVIDED TO THE CITY. IN 'UN� 2' BENCH R� (WEST SIDE_ UNEAR ) g5E R/W 2, �� �,���' f�AN�q pkv PROJECT SITE PLACED AND WHO SHALL NSUBM�ITOA FINAL COMPACTION REPORT FOR ALL LLS OVER EIN' DEEP. 2210, � � 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS 4. THE DISCHARGER SHALL BE AVAILABLE WITH EQUIPMENT AND WORKERS FOR EMERGENCY WORK AT ALL TIMES '�.�,�. A.C. PAVEMENT I 3.6�' , � DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE STOCKPILED AT CONVENIENT LOCATIONS ON SITE 2 OX 2.OX RAINBOW CANYON WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. TO FACILITATE RAPID CONSTRUCTION AND MAINTENANCE OF TEMPORARY EROSION AND SEDIMENT CONTROLS. � M� �-- ,� ROAD CERTIFICATION SHALL BE TO UNE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL CONSIST OF, BUT NOT BE LIMITED T0, CONSTRUCTING 2' 'r FACILITIES AND TAKING MEASURES NECESSARY TO PREVENT, REDUCE, CONTROL, AND ABATE DAMAGE DUE TO SIDEWALK/ 7. FINAL COMPACTION REPORT WILL BE REWIRED FOR ALL FILLS GREATER THAN ONE FOOT. WATER, MUD, AND DEBRIS RESULTING FROM EROSION AND SEDIMENT TRANSPORT/DEPOSITION TO PUBLIC AND ��ALK_/ VARIES �7E BASE y,p� BIKEPATH VICINITY MAP 8. ALL GRADING SHALL BE DONE IN CONFORMANCE HATH RECOMMENDATIONS OF PACIFIC SOILS PRIVATE PROPERTY FROM CONSTRUCTION ACTIVITIES OF THIS PROJECT. BIKEPA7Fi WOLF CREEK DRIVE S. TYPE A-6 CURB NOT TO SCALE GEOTECHNICAL INVESTIGATION TRACT 30264 DATED MAY 21, 2004. TWO SETS OF THE FINAL 5. CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. A COMBINATION OF EROSION TYPICAL SECTION ROUGH GRADE SECTION COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. THESE MEASURES N.T.S. EROSION CONTROL QUANTITIES INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN MAY INCLUDE, BUT SHALL NOT BE LIMITED TO: SEEDING, MULCHING, BLANKETS, MATS, DESILTING BASINS, PROPOSED PER TR 29305-1 DONE IN CONFORMANCE HATH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. GRADED BERMS, SAND AND/OR GRAVEL BAGS, FIBER ROLLS, FILTER CLOTH, SILT FENCES, CHECK DAMS, CHEVRONS, 1a- PLACE GRAVEL BAG BERM PER DETAIL 1 » �� g, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE DRAINAGE INLET PROTECTION, ETC. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND THE GRADING T�-�'� 2o- PLACE GRAVEL BAGS PER DETAIL No. 2 - LF, REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED LIMITS. PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. 6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED AND MAINTAINED (I.E. INSPECTED, RESTORED, (�)__ CONSTRUCT VISQUEEN SPILLWAY PER DETAIL No. 3 20 EA. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 REPAIRED, OR MODIFIED) ON A CONTINUAL BASIS THROUGHOUT THE SITE DURING CONSTRUCTION ACTIVITIES TO R/yy " R� 4o- PUCE GRAVEL BAG CATCH BASIN DESILTER PER DETAIL No. 4 - EA. 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT PROTECT DOWNGRADE PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS, g� 10 5Q- CONSTRUCT STABILIZED CONSTRUCTION EXIT PER DETAIL No. 5 3 EA. CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. WATERCOURSES, CURBS, GUTTERS, STREETS, DRAINAGE INLETS, AND OTHER PRIVATE AND PUBLIC STORMWATER 36' **• CONVEYANCE SYSTEMS. g' g' �g' t �g, g0 g06�- APPLY SOIL STABILIZER 231379 SF. »• POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE APPLICABLE, GRWNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH CIN CODES 7. ALL REMOVABLE EROSION CONTROLS, SUCH AS BLANKETS AND MATS, SHOWN ON THIS PLAN, AND OUTLINED IN SILT FENCE PER DETAIL N0.7 - LF. PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE THE SWPPP (IF APPLICABLE), SHALL BE IN PLACE AT THE END OF EACH WORKING DAY THROUGHOUT THE RAINY 2' Bad� A.C. PAVEMENT � 2' BENCH PERMANENT IRRIGATION SYSTEMS NTH BACKFLOW PREVENTION DEVICES PER THE U.P.C. SEASON. SIMILAR CONTROL DEVICES SHALL BE IMPLEMENTED DURING THE DRY SEASON, AS APPLICABLE, TO Z•� I 3.6r � 8o- SEDIMENT BASIN PER DETAIL N0.8 40,403 CY. ►� MITIGATE DUST FROM NAND EROSION. '��1,�- 2X� � y.px I 2,pX� �'� .1�' 9o- GRAVEL BAG VELOCITY REDUCER PER DETAIL HERE ON 640 EA. REVISED 04/07/2004 8. DURING THE NON-RAINY SEASON, SEDIMENT CONTROLS, SUCH AS CURB AND GUTTER CHEVRONS, DRAINAGE INLET �,1� :� 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN PROTECTION, SEDIMENT TRACKING CONTROLS, ETC., SHALL BE IMPLEMENTED. IN AUDITION, ANY NONSTORMWA7EF2 ti� TRACT N0. 30264 CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL IF STEEP SLOPING DISCHARGES ASSOCIATED NTH CONSTRUCTION-RELATED AC71VI11ES MUST BE PREVENTED FROM TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, REACHING STREETS, CURBS, GUTTERS, AND ALL OTHER STORMWATER CONVEYANCE SYSTEMS. ROUTINE STREET 701MICr � �,5� SIDEWALK EARTHWORK QUANTITY ESTIMATE KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL CLEANING SHALL BE PERFORMED BY DRY METHODS ONLY (I.E. STREET SWEEPING). IF STREET WASHING IS ���� �E ROUGH GRADE SECTION ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FlLL. REQUIRED, 6O APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS) SHALL BE INSTALLED TO DIRECTLY ADDRESS s (369) RESIDENTIAL INTERIOR STREET'S TYPE A-s CURB EXCAVATION 8609065 C.Y. 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES THE WASHWATER, OR AS DIRECTED BY THE CITY'S NPDES INSPECTOR. TYPICAL SECTION EMBANKMENT 354393 C.Y. ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 9. ALL CONSTRUCTION ENTRANCES SHALL BE STABILIZED (I.E. GRAVEL., SHAKER PLATES,, ETC.) DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING ETC.) YEAR-ROUND TO STREETS 'A" THROUGH ~T-T", & INCLUSIVE. OMIT SIDEWALK SUBSIDENCE 77954 C.Y. GRADING OPERATIONS. PREVENT MUD, SEDIMENT, AND DUST FROM BEING TRACKED OUT OF THE SITE BY VEHICULAR TRAFFIC. STREETS NORTH SIDE OF "D-D' OPPOSITE PA-24 (REG. PARK) SHRINKAGE 3979715 C.Y. 14• DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CIN ENGINEER. 10. ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS, SILT FENCES, DESILTING BASINS, CURBS, GUTTERS, (PER WOLF CREEK SPECIFIC PLAN STREETS, BROW DITCHES, TERRACE DRAINS, AND OTHER PRIVATE AND PUBLIC STORMWATER CONVEYANCE rns IMPORT EXPORT -0- C.Y. 15. STABILITY CALCULATIONS NTH AFACTOR-OF-SAFETY OF AT LEAST ONE AND SYSTEMS PRIOR TO AND AFTER EACH RAINSTORM. DRAINAGE INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT x_5,0 FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A AND DEBRIS FROM ENTERING DOWNSTREAM STORMWATER CONVEYANCE SYSTEMS. • INCLUDES LOSSES FROM OVEREXCAVATION. REGISTERED CIVIL ENgNEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL 11. THE DISCHARGER SHALL CONDUCT OPERATIONS IN SUCH A MANNER THAT STORMWATER RUNOFF WILL BE SLOPES OVER 30' IN VERTICAL HEIGHT. CONTAINED ON SITE THROUGH DESILTING BASINS, EARTH BERMS, ETC., OR FILTERED THROUGH A SERIES OF BMPS, STI=6.0 FOR FOREST FALLS WAY, GOLD MINE DRIVE, COTTONWOOD DRIVE (TO GOLD ALINE DRIVE), 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CER11FlCAT10N SUCH AS SAND/GRAVEL BAGS, SILT FENCE, FIBER ROLLS, FILTER CLOTH, ETC., TO THE STORMDRAIN SYSTEM. LOGGER TRAIL DRIVE, FIRESIDE DRIVE (TO LOGGER TRAIL DRIVE), MINER TRAIIL, OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REWIRED, THE ELEVATION ROCKY BI1R DRIVE (TO MINER TRAIL) 8 TRACT N0. 32319 Mp71i RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO TRE12. THE DISCHARGER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC � CRE�TESSAOHAZARDWS CHONDI110N�CONFORMANCEWATER, w�ni iH REWIREMENTS OF 1NISCONTROL PLAN SHALL IN NO WAY NOTICE TO CONTRACTORS EROSION CONTROL QUANTITIES GROUND ADJACENT SIIALL,BE SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT RELIEVE THE DISCHARGER FROM HIS RESPONSIBILITIES TO THIS SITE AND PROTECTING ADJACENT PROPERTIES. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE 13. TEMPORARY OR PERMANENT DESILTING BASINS ARE TO BE CONSTRUCTED, IF APPLICABLE, PRIOR TO GRADING JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY o- PLACE GRAVEL BAG BERM PER DETAIL 1 3 EA. REQUIREMENTS OUTLJNED IN THE CIN OF TEMECULA EROSION AND SEDIMENT CONTROL OPERATIONS AND SHALL HAVE A MEANS FOR DEWATERING TO PREVENT OVERFILLING BETWEEN STORM EVENTS. OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY a- APPLY SOIL STABLJZER 19,500 SF. STANDARD NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES,, IF APPLICABLE. 14. STORMWATER RUNOFF FROM GRADED AREAS SHALL NOT BE CARRIED OVER GRADED SLOPES. TEMPORARY EROSION DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY Jill AND SEDIMENT CONTROLS ARE REWIRED ON ALL MANUFACTURED SLOPES UNTIL 70S VEGETATIVE COVER HAS AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION HATH THE PERFORMANCE OF 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO BEEN ESTABLISHED OR AS DETERMINED BY THE GTYS NPDES INSPECTOR. SLOPES MUST HAVE EROSION AND WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SEDIMENT CONTROLS IN PLACE PRIOR TO OCTOBER 1. SLOPES CONSTRUCTED AFTER OCTOBER 1ST SHALL HAVE of TME OWNER OR ENGINEER. TRACT NO. 32319 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO EROSION AND SEDIMENT CONTROLS AS THE CONSTRUCTION OF SLOPE PROGRESSES. ALL GRADED SLOPES 3' OR EARTHWORK QUANTITY ESTIMATECOMMENCEMENT OF ANY CONSTRUCTION/GRADING. MORE IN HEIGHT SHALL INCLUDE, BUT NOT BE LIMITED T0, SEEDING, MULCHING, SOIL STABILIZERS,, SOIL BINDERS, UNDERGROUND STRUCTURES � 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A VEGETATION, OR HAVE EROSION CONTROL BLANKETS, SUCH AS STRAW, COCONUT, STRAW/COCONUT COMPOSITE, ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS EXCAVATION �3�000 C.Y. PUBLIC RIGHT-OF-WAY. POLYPROPYLENE MATS, OR OTHER ACCEPTABLE MATERIALS INSTALLED. JUTE NETTING SHALL NOT BE USED ASA /�►rD THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED HATH THEIR STAND-ALONE EROSION CONTROL. IN ADDITION, SEDIMENT CONTROLS SHALL BE PLACED AT THE TOE OF THE SLOPE 21. APPROVAL OF THESE PLANS 8Y THE CIN OR ITS AGENTS DOES NOT RELIEVE THE AND IN INCREMENTS OF 10 FEET MEASURED VERTICALLY ON THE FACE OF SLOPE FOR GRADES OF 3:1 AND GREATER. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR EMBANKMENT 3,930 C.Y. APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND 15. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED FREE OF LOOSE SOIL, TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE -0- C.Y. OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN S7ENCE REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CIN ENGINEER FOR REVIEW AND APPROVAL CONSTRUCTION-RELATED MATERIALS, DEBRIS, AND WASTE AT ALL TIMES. MATERIAL STORAGE AND WASTE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SHRINKAGE 9 CC)7 C.Y. HANDLING AREAS SHALL BE ESTABLISHED. APPROPRIATE SECONDARY CONTAINMENT SHALL BE IMPLEMENTED INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE HATH THAT � 22. THE ISSUANCE OF THIS PERMIT BY THE CIN OF TEMECULA DOES NOT IMPLY OR PROVIDE FOR MATERIALS HAVING A POTENTIAL FOR SPILLS OR LEAKS. CONCRETE WASH-OUT PITS SHALL BE CONSTRUCTED, IF REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE IMPORT EXPORT -0- C.Y. ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE APPLICABLE, AND SHALL BE LOCATED AWAY FROM STREETS AND SIDEWALK RIGHT-OF-WAYS. DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 16. EMERGENCY ACCESSES SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). ANY OTHER UTILITIES OR STRUCTURES FOUND LOSSES FROM OVEREXCAVAl10N.ND AT THE SITE. IT SHALL BE THE � CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 17. NO OBSTRUCTION OR DISTURBANCE, OTHER THAN FILTERING BMPS, SHALL OCCUR TO ANY EXISTING PUBLIC, OR CONCERNED BEFORE STARTING WORK. � ADJUSTMENT INCLUDES m CHANGES TO PADS, GRADING FOR SHEET 23, AND REDUCED AMOUNT OF MATERIAL TO BE EXCAVATED FROM CHANNEL DUE TO PRIVATE, STORMWATER CONVEYANCE SYSTEM DURING THE RAINY SEASON, UNLESS ADEQUATE 23. SOURCE OF TOPOGRAPHY: 24. SOIL ENGINEER AND GEOLOGIST: TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER NOTIFICATIONS MATERIAL BEING USED TO FILL EXISTING CHANNEL. ROBERT J LUNG do ASSOC. PACIFIC SOILS ENGINEERING, INC. TO THE NEAREST PRACTICAL STORMDRAIN OR NATURAL WATER COURSE. NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 2832 WALNUT AVENUE, SUITE E 7715 CONVOY COURT TUSTIN, CA 92780 SAN DIEGO, CA 92111 18. FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED WHILE BEING BROUGHT UP TO GRADE WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: (714) 832-2077 (858) 560-1713 TO ELIMINATE, REDUCE, AND CONTROL EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT LEGEND AREAS DURING CONSTRUCTION PHASES. THESE MEASURES MAY INCLUDE, BUT ARE NOT LIMITED T0, CITY OF TEMECULADEPARTMENT OF PUBLIC WORKS (909) 694-6411 DATE: 01/12/04 LD05-251 GR TEMPORARY DOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WI1H PROTECTED OUTFALL AREAS; F.S. FINISH SURFACE ❑Q SHEET N0. OWNER. EARTH BERMS AT THE TOP OF SLOPES TO ADDRESS SURFACE RUNOFF; EROSION CONTROL BLANKETS; SEEDING OR UNDERGROUND SERVICE ALERT: 1(800) 227-2600 T.C. TOP OF CURB 1200.1 PAD ELEVATION WOLF CREEK DEVELOPMENT LLQ. � LD05-184GR � MULCHING; CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK DAMS AND FIBER ROLLS TO FILTER 255 E. RINCON ST /200 � RUNOFF; SAND/GRAVEL BAG PROTECTION AROUND INLETS; AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY BASIS OF BEARINGS F.L. FLOW UNE ELEVATION ���� SACT BWNDARY CORONA CA. 92879 D LD05-150GR i FROM THE EDGE OF THE TOP OF SLOPES SHALL 8E CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE THE BASIS OF BEARINGS IS THE CENTERLINE OF PECHANGA PARKWAY (PALA RD.) INV. INVERT �- DAYLIGHTLINE (951) 372-8500 z1 LD05-132GR R EARTHWORK OPERATIONS ARE NOT IN PROGRESS. F � PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47045'28OW F.F. FINISH FLOOR � RETAINING WALL � LD05-001 GR / 19. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF THIS PLAN DOES NOT RELIEVE THE DISCHARGER FROMG.F. GARAGE FLOORCil HIS/HER RESPONSIBILITIES FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. T.W. TOP OF WALL 5 UPON REQUEST, THE REWIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC 1234.0 SURFACE DRAIN D LD04-269GR g WORKS FOR APPROVAL F.L FLOW UNE ELEVATION T.F. TOP OF FOOTING � DATE BY REVISIONS ons ncc'o � LD06- 056GR EXISTING CONTOURS LD04-003GR 20. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN 7 05 AJT REV. RET WALL SHTS 3-6 15 16 23 i o5 G.B. GRADE BREAK � AS DEEMED NECESSARY. PROPOSED CONTOURS REV. SLOPE SHT 12dc16 INDEX MAP � LD06-065GR � 9/05 AJT AADD OR REVISE RET. WALLS SHTS. 3, ///7/105 e2 DETAIL NUMBER SEE SRT. No. 2 `a DATE BY REVISIONS DATE ACC'D 4 do 5 3 SHEET DETAIL SHOWN CALL' TOLL FREE 12/15 AJT ADD OR REVISE RET. WALLS SHTS. 3 /////1EROSION & SEDIMENT CONTROL PLAN 1-800-227-25W ; 0. 5/05 AJT REV. PAD GRADES ON SHTS. 411 12 7 4 & 5 � SEE SRT. No. 22 REV. LO 29. SHTS 7&8 REV. SHTS.20 21 03 O6 AJT ADD RET WALL SHTS. 10 do 11 �E REV. STREET GRADE SRT. 6 04/06 1 AJT REV EL RET WALL SHTS. 10 do 11 q6 MO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD BENCHMARK ■■ ■� � il�lHall & Foreman, IriC. RECOMMENDED BY: �' S/��6 CITY OF TDrawing No. 11 04 AJT LOWER PAD GRADES SHTS. 3-16• / RIVERSIDE COUNTY 600-62-69 1970 �A� .,���T ••nom•Surveying•Plannirg•�andscapenrdutedure DEPARTMENT OF PUBLIC WORKS CONTRACTOR HORIZONTAL e � �j, +3s�s uao. r«t dw. r«..a+a. Co. Mw , 2 n IO" REV. AIN BNDRY ON TS. BRASS DISC SET 1' EAST OF CONCRETE POST MARKER ,� S p` ft. �a aHrn re..�a �n-aw� ACCEPTED BY: Mk.-� wM -t.. DATE: 4 5 11 12 16• REV. SEC D-D SHT 2 STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD �p � FROM POST OFFICE AT TEMECULA 29' N.E. OF THE ASSHOWN No. 2791 PREFAB BY' RONALD J. PARKS ROUGH GRADING PLAN TR. 30264 INSPECTOR 12/04 AJP RAISE PAD GRADES SHTS. 4 pAVEO ROAD 5' N.W. OF TEL POLE NO. 6295, C.W.T. 3' EXP.9-30-07 ��- � ��/��G DEPUTY DIRECTOR OF PUBLIC WORKS o$A LOTS 4- 67- A SHEET 3 S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 �nM �� C/V1�-�,•� ANTHONY J. �� ��: �:. ,.: � & TR. 32319 D a�� DATE COMPLETED ADJUSTMENT TO EARTHWORK ESTIMATE �Q` �� R.C.E.No. 21914 EXP. DATE 9-30-07 R.C.E. No. 19744 EXPIRES 9/30/07 {� TITLE SHEET SH T. 1 OF 23 J.N. 32011 \DWG. RGPSHTI 4/19/06 PA PAMUDSLL S' MIN. ROUGH GRADE A PA VARIES S' MIN. 27' PAD LIMITS S' we S' MIN. 3• MIN. r MIN. ' FINISHED 2' MIN. 3' MIN. RNISHED SURFACE FACE OF CURB LINE R SURFACE I 12' 1 S' MuoSlt_L 1 FINISHED SURFACE 3' MIN. r MIN. 2' MIN. 3' MIN. -3.6r I j PAD ELEVATION 6'1rMN. ' SLOPE VARIES 1.0' MILIDS1LL I 2:1 MAX. TC l�- euILDING PAD ARIES (1.7' MIN.) UPPER PAD ELEVATION DRIVEWAY RAMP t ROUGH GRADE LINE MUD5111 Os 4% mm. MAX. a" � 1.0 1.0 v a�A1N ACE • - � ~ 1.S' - -�- LOMIE'R PAD 4% MIN. Q-D m A SECTION A-A. 2= MAx. N.T.S. 3 4 N.T.S. ems. N.T.S. 2 4I9 MIN. a'MIN. PA T R 2 3 0 6 34 1 TR3 S 1 20% MAX BUILDING OPEN SPACE LOT 25 26 27 IVI B 22112-20 �9 1 ELEVATION • 2' BENCH � 20 21 22 23 24 co� 4>� MIN. 13 14 1 TR23063-5 or 20% MAX. '590 EARTH BERM -7.31 15 16 17 6 M13 22t;21-29 _SECTION.. E-� 2SLOPE. VARIES TOP OF Will RSLI"AL FINISHED GRADE •p�p- ST. 00121• 1 a 19 20 21 W T R 2 3 0 64-1 N.T.S. OF �) 49 ` II�F3 261 ,5-13 1 50 29 28 11 / 11 � 33 2x MIN. ! ljj41 42 43 30 31 34 35 51 10 � 10 12 31 36 1� 12 52 47 30 � 9 / Q, _ -84 7S �N�-- � 40 3 26 �42 � � co y 37 38 PAD ELEVATION 31 6 74 73 7Z 44 2 32 3O °TE �Ny a To I � o 53 46 U 32 a z BE R040VED a1 19 71 Q O0 J3 41 � 13 29 / 54 N30 10 1. TO CONNSSr UMM OF WALLS 54 45 33 7 1 a ZO 44 3 3U�5 U �,0 33 0� d J� O 53 `v 7 al 4605 46 40 2. EARTH BERM SHALL BE CONST. 34 6 F- o ��_ � ��" 46 7 �O 14 28 5Z S 40 6 '� 10 11 T R 2 3 Q 6 5-1 AT ALL OPEN SPACE LOTS T . " 9 8.1= 6 0; 83 17 2 43 46 65 -J 32 37 � 47 o 11 47 4,G' 27 11 B 261j'21-2R 3s o a4 16 00 22 42 64 m 33 36 v 4a 26 0 35 �4, 6 0�. 15 56 S1 41 5 a '� 9 1O EARTH BERM 4 47 �- Y J / cti 12 12 11 J�SEJCTIJON - ST. 36 as 15 W 23 41 63 34 35 <" 25 w 48 5 16 4 S7 42 7 �C -4 �v 10 N.T.S. 3 v o 4a 37 �0 26 �� <v 0 13 Cp , 41 40 39 LST Q10=4. 86 14 ' 24 40 Jam• 62 Ch 0=9.32 HUNTER L 4 G 17 Ca 58 0 43 4, 6 13 do JQ- 12 11 12 LL WAY 00=6 5 Z o � =14-2 °�E uNE 24 � � 3 � 14 O )Z 7 Go � 13 14 87 13 � � v � 61 � 50 3 1 a �v 44 � �. 14 � ,� 13 15 1 1 3a _2.05 � 51 23 e0 -2.18 c� � --2.90 2 5 „4' 6 Q�• 14 a pV�N 16 . "\r ST. 351 =3. 5a S7 36 24 1 S GO 4, o0 61 2 19 - m = J k. B SEE SECTION B-e =7.97 7 j 21 23 24 2S 3Q _ 62 °61 47 16 4 � 5 -� 15 7 � '�T ZO 46 45 44T 37 22 26 �,, 0 46 0-5.41 1 C� S 41 40 21 79 1 0 (�, -3.98 31 _ 1.57 20 _ Q, =2. fi _ 16 0 6 �, 6 ® 47 0=43. 4 2 10 28 x 20 Q, =6.15 a = ' 3 4 16 �� 42 38 4�9 22 67. 5 36 53 22 17 � � �R� 23 BRISTLECONE"T`R 3q264- 32 � oo-4' TRAIL DRIVE ^ � 17 ,� � � 0) 3LOGGER _�,, .---.� 2 Q 17 �� 43 50 30 i'Lr PAD a�0.3' � W a4 1 a COURT Y -�1. - •�_�" ST. 4`jj 77 I •4 p 1a 16 33 21 O< °- 35 �� 3 4 21 II II r 3 S1 '6 ?9 1 4 a II 30 34 0 55 17 1 S 14 37 I 00=2.7 w ooh S `b� 4 44 4 1oi' MIN. S I - .44 •� n � 4a 4 c� 76 31 32 _' 38 36 34 20 ; 19 1 a 17 18 Q� = z _ .92 9 =6.611 0 2 0 1 a 31 T E T. 4a16 7 S0 11 12 1 3a J " Qt00= .78 6 as= 3 45 47 Zd PAD ELEVATION 75 o--3. 4 as 5 Q� - 5 10 3 14 37 I 1 X119 34 32 25 o=4 0 I 19 � MINER TRA �, 29 00=4. Qt =4.28 1 =3'96 =6 39 7 a 6 6 m 33 Y 22 G� 52 2 33 27 `_.G4LQ J 3 26 MINE , DRIVE 7 /� 6 1 4 13 x 36 W 601 _g 25 q, O�� za 40 $ 74 4 -- 9 a 56 32 - = 4. 10 ? `� 53 C C ' �, 39 73 72 71 67 6665 64 63 62161 60 9 0 0 5 W a 12 W 39 23 ' '� �• �° LOT 63 a 58 3 �' o �. 32 ., 38 3 41 57 w a 31 w �I 40 , Sd J I 70 69 68 U � 0 10 a ~ 11 a 40 > oc 11 24 �' �Q� w A A 33 a o 4 16 2 0 0 6 3 0 30 57 56 37 =14.8 6 I 57 0 42 ( 5d _ 0 09 10 U 30 m °° 3 a 11 Qi0-4.5 _j U 25 12 Z7 38 a 34 =4.46 �- 50 0 3 0 15 aoo=7.17 1 0 41 2 W �� 61 V > j D 35 36 Qt00=6-80 7 S6 43 0 12 -14.14 5� =5 OR�VE , 29 Z8 in 13 L0= •8 38 titre w 8 60 0 Z Q10o=22.04 = .58 MAPS 42 27 oo=9.05 'S'l� 30 ��► 62 G w w -O-G" ST. 19 � =4 87 13 14 44 43 28 Q10.2.44 t� 14 (1o=2� �jE, 3"� 'Q� QO F-- o U H ING Q,0=5.37 o d1 X7.51 R�� _5. 5 47 oo=3.7 .48 21 20 �� 1' 31 34 o I� DRN'EWAY APRON oo= 0 6 00 5'�' c ,00 1 MAPLE D =8' 4a _ 51 19 ��� z 3 -4.31 80 0 4 v _ � � � � WOLF F�K DRIVE S. � 1a � LOT 27 .� Q,00-6.64 0 61 50 � � 61 � _ 17 33 U U ,A .. .. ■■ 3 3 63 46 cn 1 0 60 D I 61 ' 0 _ 3 4 5 6 �i0, g 10 11 CO ` 16 LOT 28, TENT. TR. 20308 Z 51 64 3 62 1 2 00=4 12 2 I II 59 58 15 TYEIGAL TERRACE12n 1 47 N.T.S. COURTYARD I ` 10=6.85 4$� r P \ WAY 3 1 = Q,�. 6a i �� 9 s4 LOT 165 oo 4 1 - v� o '� -8. 4L 13 4 /T -5.1 TENT. T R.2 9 30 5-1 o NOT A PART � 0\00 �5 a3 P�' °` 3 17 � 17 R 53 � �o- 0 NOTE: A LDIT IS CONSIDERED NON-TERRACED PARK S I T F r FIRE STATION � --2.9 3 40 -�• 82 � oo=13. 3 x 5 lie 19 30 52 Q�oo=8.02 WHEN THE IN PAD ELEVATIONS � Q1°- - 46 43 42 Z Is 16 14 16 Z0 2 ON ADJACENT LOTS IS 1.0' OR LESS. C' =258.70 ` ao= °p a1 P 47 16 51 c ° � S 67 4d 41 z 19 6 z 1S 21 so 0 r Q1oo=409.13 -7.79 a0 0 Jr- aos 7.oo _ ° PARK SITE 0 _ 00-- � Q1a=3.48 1 � � 40 � � 2223242526 27 - 14 21 � �22 Q Q,0-5.36 �=1 .60 .48 � � X00=5.30 � ` 2 � 31 21 • qoo-7.99 o,o=248 28 30 w 13 20 4a NAP 3 AD A 393.26 �. 78 3 32 a WAY r 47 0 0 Q'= � 38 GRASS MEADOW 12 19 25 0 o v K DRIVE S• 77 4 22 J - - OLF CR LOT 25, IENT. TR. 29305 2� ° W s 34 37 2 4 28 11 1a -0 LOOP ROAD NO. ��• �� ,,. COURTYARD 78 28 31 30 7 Z 45 a � 6 � 35 � � � � 10 17 � ?^ o �o=253.79 44 =401.54 7 w 36 4 45 4647 48 9 =6. 24 -b PAD ELEVATION PAD ELEVATION =2.69 Q10o 74 24 z 41 2 25 43 �o- w a g 37 oo=1 .06 w 32 31 -.° Q,00 4.06 73 z 23 15 z Quo=11.42 YELLOWS 26 rn � 4Z LOT '17, Q10o=1'7.00 72 NOT A PART o 122 02%X_r-O 1 z �14 62 z 1 13 o GRANITE DRIVE E E TENT,. T R.2'9 3 Q! 1 71 0 21 54 52 51 50 013 61 o C M F"iR C I A L. �I 11 Q� 2 U U 2 12 33 36 37 38 30 40 41 F �IeoNr YARD Z O 0 •58 Cy ao z a lql GRADE PAD udlT Q4o=9.6 2 , _ �I 12 400=16.14 I �= 55 56 57 .-- 0 3 11 m 1 z Q, - .41 3 40 10 27 2a 30 31 32 33 36 ni I 9d 13 3 11 4 LOT a 7M. V. 29305 � 1 a = .7 4 � 5 � 0 6 4--1 14 17 10 --10.07 SHADE TRE 5 [y � Q,o-=1,.20 I 47 TALL OAK COURT 00=1 .6 00=1.3 016=9.80 I 15 16 0 6 7 Qio=0.81 - Q100=14.97 60 _ 6 9 a 43 39 =1.25 65 1,MUL Wr 61 Qi -5.49 SIR 42 41 3a 37 00 F - ,00= 8, :Too�'CT 00. 7 a RIDGE WAY 44 Q10=1• 8 Qio_34.64; tc=31.42 TYPICAL NON TERRACEQ LOT =4 00-54.48; t� 3o.s1 LOT 24, TENT. TR. 29305 do -- -; °°= t N.T. Q1oo=T1_4 3 , =33. LOWERGROM SERVICE ALM Q100=12.83 �-- 4 V NIIIIIIIIIIIIIIIIIIIIIllilljllllI oa= PECI�AItK"A PARKWAY ---- _- CALI: M1 FREE ----------- I- )0--W-2W ® LDO - R "" INDEX MAP LD04-269GR TWO WORKING DAYS BEFORE YOU DIG SCALE: 1" 200' 03GRDO - CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK S ��. DrawingNo. SCALE Hall & Foreman, Inc. RECOMMENDED BY: • 11/04 AJT MODIFY SECTION D-D E , CITY OF T DEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY 600-62-69 1970 1' �9" � v- -L CONTRACTOR ,2 04 An) ADD TRACT 32319 TO INDEX MAP 1 a BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL h �'3 "~'' Pwk Orke T""""% G' �° : 3 2 v STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD �'' �� F"`'�� ACCEPTED �• �� ROUGH GRADING P NALD J. PARKS 2 INSPECTOR FROM POST OFFICE AT TEMEcuu 29' N.E. OF THE AS SHOWN EXP.¢�� PREP E BY: _ DEPUTY DIRECTOR OF PUBLIC WORKS .•, TRACT No. 3 & PAVED ROAD 5 N.W. OF TEL POLE NO. 6295, C.W.T. 3 rFRT�x C� `� `� 3 /�' O.� .�,: . .- S.W. of 36CONCRETE STANDPIPE. ELEV. 1039.378 V d ANTHONY DATE. TRACT No. 3 DATE COMPLETED �F R.C.E.No. 1914 EXP. DATE s-30-06 ,R.C.E. No. 19744 _ EXPIRES 9f 30 f 05 .• t> ••. SHT. 2 OF 3 DETAILS AND INDEX MAS J.N. 32011 \DWG. RGPSHT2 11/11/04 N SEE SHT. No. 4 f-- j 14 4. 61 �7 60 58 39 50 0 Ilk 2v u r ocr 9.01r 7p + ci .11w 4: 87 ob 2.55 42.5W a oe -2 '\7.7V lucz. t' -4 14.81 51 4 ` 4 67W 26 ,j 10M6 2.557 1092.2 �6 55 Q 2.0 25 1082.6 1079.24 f2 23 24 �7 ?5 G -�O ab (A Tc 95. C4 6D A0W.4 OWA cc e__ 7 - V.&A 9 1 -1 or 01.03 52 27 I tee ' rR 3 64-7 8 ID • es / SL �// 1091.9 ► Lowt.51 OIL,/ 0 08&3 091.7 en Q 33.3V yr 3.0(r H 1& 20 TORREST 10 TR 30 6 22�7W • '1 7.76 elm- 85. _.. 00000 I 'k- p 1�1_�� 1094.0 09 81.62 ID A 6*0-0�0 9 Lmm '42 Of IL; 106 TC Tc 87.001F rw V) T 53 Tc i4 2 cp m -ter R 091,19"- 1OW-54 14 91 1 ECONE 'MURT 81.627 RISTL I -i k I a Tc 6.51 108&0 ai MEN%, 96. 5. 4. 2.01 TE 7 TC OD Ir .00 • 00.14' 1 T\L!00- <0 4 95.00 1078.7 __79 I Dj 19 1082. 5 1067.8 .0 (A + �� `' ��;� ` (yu 29 104.60 .01 or IM.2 0 15 14 1087.6 35 4- .23TW TC 2.231T 1cm.1 78 9 M__5-V.L 18 7nirr 1J 1094.01 +1 1082_9 0187.3 jpw 92-610f 'I ILI 1083.0 55 7.W 4. 1 '3 367 GOP 103.40 Ac�* 1087.3 L �& -+- Tc r_10'90.9 7.81' Al d-ow 1. N 12Z2. 77 OD z -m � a I ' a I < .36TF• i c 1083.2 82. 21F 11087.2 MO A D j = A 0 4- 1 12 102-4# 8 82.02TF 9&9? 57 65.OU cl 56 loft 10 0 ion J1 1086.8 i" 1089.4 Tc 76 65.79;1 33 100&7 it 31 32 'b .I c,;0 C! N N 4_7 0 00 cb L=12. sil 5 6 i co CID P C401 100.14! 1085.DO �1085�3D > L=3.7 5LW 43 0 j T 4 Tc 75 0 TC c T 10 7 Ce-) TC ti 5 40. LwI2. Ic Tc T Tc Tc, 08 1 TC_ig-, - Li TC 4b J T 108 TP- ig"T DRI Tc 55. z 1077, p Tc," 3- GOLD I%LIP 7r) 58 T y5 00 55. Tc Tc > Tc U. 55.uu 74 cm V 7 C-4 9. �R CWD 40 0 0 wi 63 62 100.0 16V iml. 10 11' k"� ( cn, .50'M Cc) 164 41, _wpa.4u Aq$ g 0�ft.leg t2 0 L 65 g < w�0.9 9 93.00 '% -4"mz' Aa. to 70 g 10117.5 g 10 MON6. D \57 C-4 71 10".6 QM3 (��D _�) / 1 8 0 (�HD I (��'+ 39 9 73 72 4.767F, IV 5& $7.93TV N 5& 1087.4 4 .67TH 00TIF. L ILQ76,79 top %0 0 '1111ft Li 5 TR Tc 55. - 9 5.17 55. =WOO Ott t� 2:1 A 1087.1 SEt SHT..*016. 19 3B % J 5N 293o5 LOT -26.___TR 7 ICA w Tc 001w 40111�ftft .0,00 �11 0 COURT YARD) r; MAY ymm -Q!W7-i 2' MIN. Iro I lip 71) dLus -z 7 7 5 + Q, *j \ - 6 «°PSEUNDNO SERVMALM1_1)05�A51 GR 4 tD05 144GR PAD .,g CML 7ML FREE A -,LD05-150GR F j TYMCAL REAR YAR6'-- *m SHT. A 'LD05-1,32GR 0' 40 so• iio 160,*-, s 7 I e ,DOUBLE RETAINING WALL 0. LD04--�0269GR N'TS YOU DIC LD04-003GR 7w WORKING DA" MOM SCAUE. 1 =% 40# CONSTRUCTION RECORD ey REMSKM DATE ACC-D BENCHMARK 0 or Hall & Foreman, Inc. RE DATE.- Drawling N&NDEPARTMENT 0F PUBLIC Wim" Ilm AJT LOW" PAD GRADES SEE SHEET NO. I Ei~ -immyhig-ftft .1 mV 1 AmMis" CITY OF TEMECULA "'MAC" 5105 RAISE PAD GRADE 30264-2 LOT 17 711444.44d H0VJZ0IffAL 4X13 NNO PWk 9*0- �%� Q& � AJT - - ACCEPTED or. DATE.- REV. RET. WALLS 30264-1. 1-4� 27-29 AS SHOWN Na 9-3(.W EP ALD �C� ROUGH GRADING PLAN3 30264-Z 10-12 & 50 EXP. TY OF PUBW WORK 7/05 AJT _ A REV RET WALLS 30204-2 LQT 10-12 DATE ACCD CIVI ANV40hy/,L MWH mw_ ......., Z8 TRACT No. 30264 A 9/05 AJT A ADO RET WALLS 30264-1. LOTS 1-4.6.7,27-30,54.--, R.C.EW 21914 EXP. DAW 9-30-0 R. No. 19744 2/30J07 SHT. 3 OF 23 ti DATE 55,58,59,66-68,79. 30264-7. LOTS 1,87.88 A _L,�47 F �0.79 Fit 9/05 AJT ADD RET WALLS 30264-1, LOTS 1-4,6,7,27-30,505,56,5d) J.N. 32011\30264-GP03 DWG. 12/28/05 .0 3 _28 0' 1 PVC ( A I \ t' qr , II JOMT IN 6 WI y II •r c� co♦ r ExIsr-IR EXIST C Ei IV � O T 13 � 2 .kewe : o _ IL * 'v T _� r .. iQ x 'c - _ t �• -- ►tom• � . a y _ ,. .. _ ._ ___. _. .__ •. __ _ �,' � K/ • V V VII r •- -1 '`...-_�:---.� _ \ , _.... .. ,. ., r \ (� J •_ , 91. jL r, - 0 40 ao 120 LNfi leo.. 2 t, 1 of OR ir _ - - Ate� r _ > 1 _. I ^ i _ 78.10' G. SH T 6 �� C 1 40 _ _ - �s _r Tw _ _- 1 ,� - - / ' 'M9 � S4a 3�5'p 5� f Y _ • ' 5 - N •cY -t - 55.00 00 _, 3s . r _-> 1086 - _ _ • . .- - > -�.i,,� 6` - <;,, _ •- ► a� M _, ,.. ,. 937E ;'"�, 1 '� ♦ ____.1087.2 OD 'Af _ ---..---- .. I r• �. ,s d5• :1, 1bA7.5 _ a, K m -90.S3TF u �- . .. �► 1101,2`' . ..?� , ,, __ ,._ $ °g o �°'• °� _- 2 �. =20 1 1087.9 Oi c°� o a� O 3S e0' eg - ,� d 1DA8 °f o� a$' w " ma^o ro ^ 89.867E ' 1092 7 -_°f ' a, i N �, ,r; 1085.9 F • 5.30 3S. F •• __ _ of 41 o �, 'Rfase►-- - r TC -- -_ F' C 2 '� ;':• ' TC 92. S .18(p 0 F TC 3 x8.66 .86 .1 S 53.00 _ 4. y ��' •r- o a S3• � ,� 1.26 !1• ----. ` ,C, - _ � , _ T1C � � � �• 1097.4 T � L=27.5 . � +^ ' T ----�., TC ,,� 1 L � ti��.; _t. 88.667E Q9.86TF °� o ` \ y�t� e. r. 1 11 \ - TC 1 - ---r PER FR. 30264- 1 7 - ' �, i •3 ktw23.. �, I l' / a I 'rn . /:/ 1 T PL�1 7 T + I ab ►- 1 1 TF t 1085.7 �, 37.25' e 1 a �, �. s 55.00 _._.` _ rc _ a g c o• ! TC J 94.38 . 13.00• •� ---}. - N �, ?C. _ 3° <- 1 �C '.O Q► 53.0c). TC�----_ 2B 55.00. ! Q► 12.93 �+o cr -� �55.Op' `�- TC T _ v Q 109'5. TTW \ R° m� N N 9 ^ h .� 56.14 ` ` o ..� 4.387E g 38•IF �� 2� 1085.4 L=20.01 - Go �;� 1p 77 - �' �' `r 56-2.7- 18 k,<4 54, - 33. 48.45 - 0 S - A4 ' \ 6 8 75 r 1087.4 4 ' 4� gym; 611E o� U Q �- :-_��:-_._ - b "' 10e7.7 o r 7 _ � 9 � } y 2' fid+ �� 92• • : +. �p ; 106.60' H 17 18.2 10 .8 g $ ° �''`� ( �< �' 91.06 1' log tw '4 92.467E cv 0 73 _ `� `. 1 od9.o • 71 N �b 83.907E o ' 70 .} 1.06 14.6 _ 1089 c \`, so 9 e 3 1089.8 1090.2 °n"a. °" $ o 1 s 8 I .so R 302at + _.� � �� � T s 4 7 090 � o 9 'S5. _ �,` 1091.6 Q v� 102 7 i t W ( '� 9 '00''` r .77 rt 91.161E rQ (n J 106.60' I I °� 4.00 , TR 4.87 -35. 8 ��} 4� ot?! 91. t 1085. ( 30264-- 70.13 c c� % �• \ '� .D •7 c:r \ rv 4, +; 1.73 18.5 c, 38 ' r 100. • 0. °►� II Q 8 I� 49.51 0 •- 1 r ,n , } Q �o 1os4.8 .° g I �`� t, 19 I �' �`' �' 6 `� ►- ti �/` o� o ' $ 1 �4• .�� 1492 97.ot 1 c- �� -� 1090.0 4 "� .7 �.` i U - - 92.007E Z ® 4 � � W ` 106.80' 108417 g 20 �,. 1 4q. nog+ _J 1090.0 1090.0 1� I' , 1093.6 45 1 �72` , (/ 437 O I I 1 i o o 8 t w ,: C, J i ^�� 1� I 00• r �� 84.00 _ '` ?� - �►, 12' 18 / >,o Q F e v j ►��► 1093.6 ,�e• ,. �G �. 1093.0 W r 89.25 '� f ` �084.5 - ,� h � � �,� �` � �' � � I A�, ��;' � �, N � '�,�,, �� � � �-LAA •� �. 92.001 + A7' o �c' � 7. i �' �P n $ __.J I 7.01' > ° g l.i r '- c> e?. 21 �y=4!3 10'A ,d +' 9 --� od ,, 0 i cis 4 � .so X0.28' �3 46 � C" \ g 83 ,r 9 L rt_ �' ' fi 1 •eo 1 h v e,• ,o t � • p / �o 0 ; m ` ;v 090.0 1093.5 �, >�d.64 I 33 92•'�� _ .s '• a F' ,ti t.9 i , 3 1, 100. `_, \ G ' 1093.6 N\ c3 . b J dd. I o O F 2.2(Y `� .25TF N j f v f 1093.3 �` 89 '''' v �y - 1 de9.e Fad N i.et' 'o• \, �• _ ,r � �,�. a43.40TF `� LL ;; 1084.2 iv �'• ; A3 , v 9 3�.921M �" 92' � 109 . .1 T ' ��%; t, 92.40 O •- '01 f-- •r Y ; \ ^�. �. V t3 °��G 97.01 e N , � �3 .701T • _ 92.451E 106.80' * \ 1084 5s J V co G, ,;� 1 ^ 9'�rg N \ Ly2G,'�3"I ' i Y s4.�• 1�:6 ' h 22 1 r, 83.40 [ `~ 4.25' 100• ` ctii ,� '` 1009.7 1 �' 1093.2 �'' ,"� 47 4:9 l�p 5 ��.: I 1• V AZA,• �O + t' a 16 .G j� 1093.3 1 ; ; F o •-�' 1093.4' . r� N �. 1083.9 ,� ��, 3.f co w ^�`�C� e1v h 105 _ /,.� 17.32' t�{ ` J M , 8 N ,_ 089.6 1 r e t 103, •eS L 9.39 1 0 ` ' t L='17.12• c 1(16.80' I O \ 1 3.8 - M .\'� L=14.2� ^r �,•O 0� 1• J ti '-� r4: 4 109sis t \ 72 �0 FG \ '� ' �+ I 23 5A� �,' 41 G V ='14.01' %X_` 2`. 1" ° TC \ °`- r; i� �� .f = 48 to ♦ CSE _ 1 a .o0 1o4.a1 �. O �, L 18.99 10: �- �, 09 • HIMNTERi Tc SOD== } '' („) L--30W 1089.5, ,h 1092.4 1. TC --- - - i 4 5 3 1093.1 gem 3 t sa 000 s �0 $ 15 F 1 ;� a r I w o r- 1 , TFr . . 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RECOMMENDED BY: ,&C40, g No. SCALE war 1 9 - DATE: Drowin N11/04 AJT LOWER PAD GRADES SEE SHEET NO. I Engineering.Swaying-Plennk -Urdw9MArdftcWm C 1 TY O F TE M E C U L A DEPARTMENT OF PUBLIC WORKS CONTRACTOR HQIUZC*ff& 43513 N14p P*k OOM Ywmmk OL ft 951 676-4M SOMI 816-4M ACCEPTED VV'. DATE: AS SHOW PREPARED BY: RONALD J. PARKS %;TVI Kri DEPUTY DIRECTOR OF PUBLIC WORKS ROUGH GRADING PLAN ----------------- FM W. DOERGES DATE DATE COMPLETED.., 41;1�1 TRACT No. 30264 CA R.C.E.No. 16526 EXP. ME 6-30-45. R-CL NoA 2 SHT. 9 OF 23 L MI J.N. 32011\30264-GP9.DWG 09/21/04 won 4 -�Acs- L .A 1w5 44, ?Ll IL 0 Fop 0000 r�o .............. I -------------, --------------.--------------" ,,, I I I", 11 "I � � , 1, 1-1-11-1 � � e I I "I I � I , I 11 1," i "I ,1141�I � � � �� � '� 'I) "I I \ I � I I",11 � ?, I ', ",", I � ,\ 11", I'l-, � I <', I � 1 11 � (��',, I � "I "" , e " ,, e I ! 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"` r ! v"T 1-800-227-2M 18 ?fro ty- IN 4 7 tl t", S, tADO M WORKING DAYS SU CRE VW W '70 SEE o. 14 4-003GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC`) BENCHMARK FESS/0 No Mir Inc. RECOMMOCIDED BY. -dd& M: DrovMg ft. 11/04 AJT LOWER PAD GRADES SCALE V.air Hall & Foreman,, —RA CITY O F TE MECULA DEPARTMENT OF PUBLIC WORKS SEE SHEET NO. I Engineefin Swwong-Pimink -unftcmwAmwww CONTRACTOR 43513 Ndp Park Oda Tonmwft CL I 1 13 1 m 1 .. ft 101 976-4m F4x.951 499-4M ACX"" 'D Or. [WIT: W. IS= 7. AS SHOW G-X-�w R" PREPAR BY: RONALD J. PARKS �ROUGH, GRADING PLAN 1 %3 lmSmc 1 0// DEPUTY DIRECTOR OF PUBLIC WORKS VERWA. MM W. DOERGES DkIE: TR ACT No. 3026 4 DME COMPLETOL, C R-C-CHo. 15526 EXP. DAVE 6-30-M R.C.E. 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REeOMMENDED wt. TE: � vs Drawin No, mommommom� SCAMo - � an � - CITY OF TEMECULA DEPA W PUBM SM 11 014 AJT LOWER PAD GRADE SEE SHEET NCL 1 T ���' �► E.m S�q�'b"� °m � CONTRACTOR 7/05 AJT LOWER PAD GRADE 30264--6, lot 41 10/90s h _ • MDQ ISM z �• t ♦S0 15 AS W O,. ,...� � ARED ALD J. PARKS ROUGH GRADING PLAN �� ,� �+�D►�- DEPUTY DIRECTOR OF Pla1C MMDRKS ' MOE TRACT No. ,30264 FRED w. DATE: �••:-:�'�;;�::• SHT. iS OF Z.3 DATE COMPUETED, cp CALF R.C.E ft. 1652 EV. DATE 6- 06 l cy- !a 1l7�4„_ ,+• J.N. 32011\30264-GP15.D1MG 09/21/04 + 1 PROF NJE V" PA VIA � Z r , `�. /` r1. �, DTH VARIES DOWN "DI�AA1 AMC � }.. 1 , .. l /rte) —00 dppp_ IL 1 6" C d e f d op r"r ' � dR11M AlIC!~�R5 � VIE 1 ' / / , s� EVERY 10' IN AND AT HEIGHT 6" , 0� 4 ,,, ,> , IS MM DRAIN +i � '- i � i TOP TOE OF DOWN DRAIN. � rx� MA� IIT ��+.�.r�� � �` ��`�' ELEV. .��` ' ��.lb SECTION _ WO DRAIN IDEMIL / I . . r � i'� _ ... ... 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CURING COMPOtW %IALL BE USED WHEN REQUIRED BY THE BUILDING OFFICIAL OR ENGINEER. h 21430, !�„► 1 —tie . • 1142 41 �, � .E !. =� � � { .,, • �. �, DETAIL HEREON WHEN SLOPE EQUALS OR EXCEEDS 2:1. �^h 11 % 1143.0 4 .� �, °' '� • • o\ DRAINAGE D ITC H D E Of OR NO SCALE 2s 05 tx hK r 141 1143c4 aid FA N. 10 �.. O F rZ � 1 ` fi _ _ .� { / t 1490 W 1-- f .:. oils. BEIM WI 1143.7 �1 �. > j 14 a _ .. �] ) VARIES WITH SLOPE T- t , 1144.1 � I !Q• j CONCRET 12T-4 • WI 31 Ls4. 0 HEADWALL 1s - �' h =25.2 i = 1 SIZE �- r PIPE VILE AND - � 1 f � y � ' �1 � 12 � �- 11.sT TYPE PER PLAN .� 28 • J? / 1w* i - . iflow I 1 21 RECESS 2% MN. AND 44"�.� N N DRAIN LLJ ' n �► I < .• , . TO RECEIVE GRATING. 108 w 4G'' 85D 120 x 1�p" . , .� SECTION H �. t v .4 (i 2 �, � ..�. � _ �� 1144.! ., NOT TO SCALE } _ SECTION A—A_ "' !L 4 Q ;1 A , NOT TO SCALE GALV. 4 BARS 030 O.C. SCALE. 1 40 14�7�" �- - / 1143. s �� 1 '; WELDED TO GALV. 04 • SUPPORT BARS. • g r / '' ..•.tel r • � � w.` ' ! W.{__ � .. • EXPOSE 1-1/40 PORTION OF � � �> ,� . �` ti t -. - - 4 BOLT r z Z �-z 17 1� �+ THREADED ANCHOR 3 ! d► � 10 old 10 1 1 2"x' 3 16 , • �� w 1145.3 •S •� , .. FOR GRATE (TYP) 2 TYP. • + �- �. '11 1 + 41.00r 12" P.V. (I&OOr22 P.V.C. 33; ^ k I ,.-�' 1 S=0.02 2WB I A F/. 1� " 3/4"X6" GALV. ANCHOR .0 : : r '` mom am k;=- 4E ~-— OTS 4 TOTAL WELD . 107 r t .� �. — — EASEM10 11 EvT 3 h -..« ' .� __; RATE :I VABLE�G _. .. . __�._ _ ARS uofrr M 4. 12' P.V.C. DRAIN >���- PER FI L MAP } r 9 ,� r_,""r"^,..r P p 'r '•h '""" ?'`. T ,� _ t...._ Y T" F B O.C. j fir•--2 AT s ---r TA. 40+04 WOLF' VALLEY ROAD �-� i �1 "\� 4 1 B SCALEHORI Z 1"=40' .._._ SCALES VERT 1"=4. 1 2r X 6` GALV ANCHOR 1. GROUND TO � PRE WETTED TO THE SATISFACTION OF THE GRADING / __ _�_______ 1 (NAP) �._.. __ . x- 4 _.. �__mm____.__.___.� --_ ___ _. __._ __ ITE IN CONCRETE r� �. f �� - j INSPECTOR PRIOR TO PLACEMENT OF CONCRETE OR GUN ' I �, 2. MATERIAL FOR OF DOWNDRAIN TO 8E C OR (4 TOTAL) - -`-� GUNITE REINFORCED WITH 6X6" W1.4x W.4 WELDED WIRE FABRIC. 4, V N TREAT EXPOSED CONCRETE SURFACES WITH CURING COMPOUND. ALERT y ` i a A A 0) �� 3. DOWN DRAIN TO PIPE TRANSITION SHALL NOT BE USED WITHIN PUALIC ^ ^ ",�°` _ !t !I i ROAD RIGHT—OF—WAY. CALL M1 FREE 1+ �` ► (° 4. GRATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 1—OW-217-1�0 Q �_ �,. , d ® LD05-150GR 1 E ! t l I TWO DAYS a" YOU M NOT TO SCALE j 20 M.DRAIN &. ..BPE TRANSMON DETAIL LD04-003GR Drawing No. RECOMMENDED 81h TE: /� CONSTRUCTION RECORD DATE 8Y REVISIONS DATE Acc'D BENCHMARK SCALEQ�ESS/� ■■ � Ha11 d� Foreman, Inc. TEMECULADEPARTMENT of Puel�c w�oRlcs o � ■■ � CITY OF 11 04 AJT LOMIER PAD GRADE REMISE SLOPE O Enginee�ft-9wvsf -PmN*ll-Lsr4mW* n SEE �T NO. 1 MIOIdrONTK ��� � X13 Mt oNw 1�� dr. tt�e CONTRACTOR DRAINS a BOUNDARY �? GtS' -7 11 16 7 05 AJT REV SLOPES LOTS 21-23 DELETE i Ila z F �� A BY: AS SHOWN W �• $-=-a6 ,� PREPARED BY. RONALD I PARKS ROUGH GPLAN M LOT 63 — 30264-11 * Q DEPUTY DIRECTOR OF PVeI.jC WORKS tcel _ 1xv.- TRACT No. 30264 ` FREn w. ooERGEs s- as `'� SHT 16 OF 23 DATE CAL R.C.E•N& 16526 EV. QA J.N. 32011\DWG. RGPSHT 09/21/04 cn I. > q J SEE SHT.� No. 18 0 29305 x LOT 17' 33*E Room + 7 38.67' TC 55 Sib 54 7 f ., �� F WOLF C RIVEREEK53 I..,.. I 1 1 --.-4 TC x 51 —P7 TC C .4 391.65 I& N. G CREEK' -400 4 �11 TC 04 .0011110004 7 TR 29305-1 1 7 FG \1 L.236.5:y TC A 7 1 y, 0 LD102-14400 7 cr Z *00 aw 7 C .1 go r e G Mmw to 592-66 x 1,� J tis FG x w W x x x 1> x x Q� LL x >( It- T 71 Jill .......... x V/ x Q11 x ills X x 0> C x �C) x X. It x COMO ,,RCIAL SITk, x N. p. x x 5 1 L X r 1 773 X 6T ' x 69 U 0 0 305 x x cr) C 14 x {{� ( Yx ,F : ,x X x X x x x x x !jr X 01. x Ile K en x x x M x Zs W� X �j X.......... ? IN) 1 C14 x z le X ki 1� x r'I SEE LETTEROF P6MISSION TO GRADE x 120* ISO x w w U) b C4 x v SCALE: V* 40" 7— T- 541. 4�1 71 L —y� —y— —y f 7 X. SERVICE ALERTro Nx X05 N Irb �/ , r rp�Q cA�.l: Tau. -�. , 9 ► ,.\x _ OL L�� K i�I P�. i f Mr J JLSE�...TR 29305-1 STAGE 2 LD 02-137 GRJ v" 4-- VIV p - 10601.73 Z, ry'A"".' )R 1071.95 1073.4 --Tu 1067-24 1 9.01 i-800-227-26M 1064.60 FL FL FL 0010' FL FL rrrd.4 x IF IN &.00 1070. FL ZIQ�w 53 51 1�j 55 56 57 59 60 Ill I I YWO WORKING DAYS BEFORE YOU DIG om or Dr owing ft. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCI) BENCHMARK SCAS Esso ESS/0 ■our .Hall & Foreman, Inc. RECOMMENDED 81r. Alf TE.- CITY OF TEMECULA MTARWMT OF PUBLIC WORKS SEE SHEET Na 1 0-1 EngWwvkV-&wmft-PWNi -LxWswMArdh1m*m CONTRACTOR HORUWAL 43513 M!p Fwk Oft Unodik CL UM ACCEPTED BY. TE: NO. I AS SHOW RONALD J. PARKS 17 w. &-w-w PREPARED ROUGH GRADING PLAN IN )ECTOR 0e �/pp DEPUTY DIRECTOR OF PU1MJC WOWS MCC& FRED W. DATE: TRACT Na. 30264 Or CA If 40pr --197". SHT. 17 OF 2 DAIS COMPUETM— GRAQ!N§ F CA R.C.E.Mo. 16526 EXP. DME 6-30--05 R.C.L. ftc J.N. 32011\DWG. 30264—GPI7 09/21/04 1+ �: 55 i!C ! t °s T 17t TC=-1 7 L*s235 F6 G ���amm - ; .. . . � SEE SHT. No. 1 ' �.`..'. m"�`"' '�►� 1 + 5 1TIb now amawm%b � I t 083 •.. - ` I r 1086.6 FL 440.47' 1 1 - f C`' m K 1 1 I I 1 I ob ON on , I �� FL 4 oo �- 1 I ` o.sOx -- 1 1086.2 1 I FL I N c 1 'a 1 �► 1 I "� I FL 1 ``� c ' T 7 r 1 FL 1 � / LOT 6, TRACT 29305 ' 3 I I _ .---- ------- � I 1086.8 N 77.70 FL i I 55' � PP 55' ' 1 I 2 2 I 1085.5 ' 0 � 77.2 ' ° / y o O I Z 79.0 1 FL w o I I w C4 N62 OMw ��. ,��,• 1 I 1085.1 vi 00, NN o I 68 C� �! o 1084.8 � I I IC4N 1 Q 19 z I dowdop rn GOD E STATIO ' a _ SITE o� __-- -- o V- �• r—-- -- 118 E4 oil � I 40 NAP I 1I L� 17 o FL r J N *sER I 3' DEEP I r _ `NNW =10 . / - 0 .15I r � � F Q CRISER �T=1073.6 I o crIIII. O ',' OT=10 JB I :i RISER 0 .ET=1070.3 1 / K .j c W 3: � t 1 1 62.71' LOT 17 � ' �- - 930 5 • n 293a5 3ew / __� TR 2 , TR _. 40.6 1 7 ii LOT 29 _ TC — �. doo doom - - -� 1 �- TC do IN 0' 4fl' !!0' 120' ISO N 0 TC 54 — ��� � as r. R TC 53 107 .7 1 7 1 1 TC 1 7 TC S2 C �--- ' - - SCALE: 1 40 107 .4 TC 1 Sp FL TC S1 _ -- 39 • s. .� TC FL ' 82 � - %W CREEK DRIVE I 4r 5 ._ 1R 29306-1 -- X05' -� 1 , LD02-144CO 1 FG FG FG as Smim ALERT r FG LJ LO FG CmLe ML FREE � SHT. No. 17 122?-�00 N r� LD05aI32GR 1 'rMORKm DAYS !�"F`ORE YW DIG LI)04�003GR CONSTRUCTION RECORD DATE BY REVISIO s DATE ACC'D BENCHMARK ��F�S� ■■ ■�Hall dt Fo�cn�an ham. RECOMMENDED BY: �: 7r DraNin Na SCAB ■! r . CITY OF TDEPARWENT OF � � b -- 5/05 AJT REV T 2617 29 �y r ON �• E�•��o•��- F 10 + r CONIRACTiOR SEE HaIdZOMTAI. �.°�� '"�° ��r �s13 r�.k �. l�wiwrra ca . . ` , Pk go 1111 OLM - - ACCEPTED Irf. lE: 18 AS SHIr �W.-2 914 }4 RONA� PASS ROUGH GRADING PLAN INSPECTOR Exp• 9-34-03 7012sof DEPUTY DIRECTOR OF PUDIJC w�oRKs AN roq Y . ERICA DAM - TR ACT No. 3 DAIS ,nr��n r � R.C.E.NR Z191t EV. DAZE 0-30 -0 a.CJL �. _19744- SES - /30=. WE �� OF 2 J.N. 32011\DYMG.30264_GP1 d 09/21/04 + WE �T. wr#6;- 3 ES3 1 C054.11 --, 72 71 70 i r 5.5 - 1084.8 108 108 6 8 1085.2 6 66 4- OW-4 66 3, ._... ; --,1087. 1089.011. 5 6 4 1090.2 < 62 _. 550 090.2 (n t_-> 61 00 2: 1089.8 1089.6 -mom --Gftwr 1550.009 1089.3 -nub -4- z / .,.. v_.,- .... •...... % 0. D ........ 8 goo .... 41ww 087.61 #400 V"" ago*00"%ft waiwoo "mom ammopbomw .4. r C fti I 10� v age C mow C f- 55! bo e -1Q 0 + I tx I ID 4. 0 /+ 2 J 7 0 M.7-3 7 x (J, 0.8 MOM GROMMOVAM 3 DEEr FL 4 73A- 0� FL -11110 T LOT 2 R A CT 2830111�' 6 146 4 LF 1079-�� in C4 C 4, R r 77 360 (QIP _........ ___.. . ^ LCr TOP= 1073. waft auto 7 0 1 674.45 FL" RISER INLET= 1 100 BOT= 1073.1 LAI. MUD arm ri RISER OUTLET= I `I0 5 0 VIM V06� 1 6 7 F dolp C ........... C 440p TRACT 293 45 ..r � iCl 7% NO, Z' C4 -4- X, Q 0.60% 1 ,4 10 2 0 FL Cn IN. 4- X", 4- ic SEE SH T. No. 18 r FL 4- 3 00 2V 160 A SCALE: 1 40" CAU; =1 FREE � -eod-�-moo M WORKING DAIS MOM YW M LD04--003GR DATE BY REMSIONS DATE ACCID BENCHMARK ESS/0 no ■Sir DravMg Na CONSTRUCTION RECORD SCALE Hall & Foreman, Inc. RE AMENDED Vt. DEPARTMENT OF PUBLIC WORKS no r . I CITY O F TE MECULA SEE SHEET NO. I En9kw*"-Sur -PANi -LMwbWekd#Aftft I CONTRACTOR HKMEMMAL 43513 !!!1! Pak Ma Wwmdik OL to ft V* AmM W-MG ACCEPTED BY. DATE: (3 "M ism 19 AS SHO" Ev. s-w-w PREPARED BY: RONALD J. PARKS ROUGH GRADING PLAN INSPECIOR DEPUTY DIRECTOR OF PUBLIC WORKS ....... ...... MOMS. MM W. DOERGES 7, TRACT Na, 30264 14VII I SHT. 19 OF 31p CA R.C.Eft. 16526 EXP. DAZE 6-30-05 1197!U. =3= 2 DATE COMPLETED.., GRADING ..........................11111 1 J.N. 32011\30264-GP19 09/21/04 6 7709� X o r 3 rq� 1q�s I SEE SH T. 21 X 1.Ox 4 / o I I o I 73 0 o I doom solo 1 o N I 1 x o FL I ^x a x , I I x 1 'I X o o x x72 h ^X I N 1094.6 o � I It. w ~x LO 5, TRACTS 29305 ^X x NO A PART x I 71 x I 1094.4 x o I I f a X �o 0 �x o X o0 70 I r X I 1094.1 X lz ap x h oc z . s9 z x� ° x � I 1093.8 I o ^ ^X o I x o x o I I x C 68 1093.8 ^x o � P I x o X o I T •�1 x o x I RI 1079.45 67 I B 1 .6 RI R TLE 1073.a�0 �I X 1094.1 � C � Irz x x o x o o .' x o x o� I Ln I � x o IIkoo $ I FL 094.4 1AX 1072.2 JOIN .. x 'I o I WOLF CHANNEL. 3.1// �� 1.5� I STAGE 2' STORM SCEPTOR UNE. � � -- 1 6 ♦� — '' 1 ,� �� °� I 1094 _._. . .. _.,_ ._.... .. _._. __._ ,.— . ... �1 fqp -=Emm� x r / elk k �- -.�. _'"_ ~� r` 1 b ^ �, Ulm"- -- .-- � �, �, C EEK CHANNEL X o 1 7 �1� 1 71 1 0 7 (SEE TR 29305-1 x o , FL STA 2 LD 02-137GR) 1 7 --. -�. -- 58 59 `~ �""" " 59+8!R.1 x fi0 61 61+58.75 0 .. � 1 -�-' `--` s --- 10+ ^ 7 64 --- 64+03.05 0 . . ..... .. ._..._ .... .. .. _ fig 1 _. � --- � � � fib � �Fl� �r ' 67 6 '\ � � ..... v J J "V 00 40' AO' 120' 160' Y7 L.. SCALE: 1~ = 40' SERVIM ALERT CALL 7ML I-SOD-227- 7; CJ u .; LD05-132GR1z_.s TSD DAY'S BEFORE YOU DIG ' LD04�003GR' ' v REVISIONS DATE ACC''D BENCHMARK � F� ■■■r a`°�► CONSTRUCTION RECORD DATE 8Y SCALE ■■ ,Hall & F Inc. RECOMMENDED BY: �- TEMECULA vSY GITY OF DEPARTMNT OF WORKS 5 05 AJT REV PAD GRADES LOTS 65--73 SEE SHEET NO. 1 �' �,�► E"g11°"�'g'�" ''g'�'"" '�" "� OONTRACTOR MOIU�ONTA� ' 4sl3 Ndp� •o _!n•w!a C& AS SHOW , ELM NMI ACCEPTED BY. DAM ter:- DEPUTY J. PAWS ROUGH GRADING PLAN MSPECT01t * 20 Epp. '�'3p-05 . • DEPUTY DIRECTOR Of PIJBL,K: CORKS ° a ==- TRACT No. 30264 AKT N J. T&iP/CH DATE. '�=::�= DATE 1. 4 R.C.CN& ,t i9 i EXP. DACE s-3D--W R-C.E. Ma—12744 SH T. 20 OF 2 4 ._ --- J.N. 32011\30264 GP-20 09/21/04 N - �- SEE SHT. Nc. 18 SHT. No. 7 x l�'► 64 �G x Z9 � X ' 1 ZG X o x o� 00 "X 9 x x � 61 / h7•'S X o 1� "x G C � C � X �; 61 r x o (N 0400 gomw Now x a K x R o °' 0 ^x x K r r FG / Gx IN 1 g 1 17, 29� ( " N LGT C X o 1 W 2qp- / X "x h ,� N / Cr � , x 57 x o� o r 0 56 o - � x o 55 1067 X 1 TC TC X o G ` / x / " ui 1078.4 FG •.�r x `�� � oFIG op i '71 X /` o x Orb I - "x rr .2 " � I o e � o �0� x h LCA 25 TR 2935 x C) I x ' I r o I x N �, o / x �o o 1090 ,,OOft 9 / X o x c x �� �•. I X / � I X � i NOT o I �► �/ ` 1 o � RT / c I / z - ' xr ° ® 5- x a x �o� x ~ of �� ` 400 C Ix r oop u7 %� 1089 , H x o 0 0 I 00 r / �0 1495.3 I 0 come x I 114111° x .0� 1 — _ too I 73 o °j N - ^x $ G I FG X 1 x SHT. No. 20 x ox cr 40• eo• 1200 eo• SCALE: = 40• ' 'L7 G T i-•-aDD-�1-SOD 1) LD05-132GR A tCa T MD woR�nN S DAYS LD04-003GR 'V100 ooc ' CONSTRUC110N RECORD DAZE 8Y REVISION'S DATE ACCb BENCHMARK FS ■■�` Na � 4e im■ r ,Hall & Foreman, Inc. RECOMMENDED BY. TE. r DEPARTMENT OF "NJC WORKS Y J . CITY OF` TEM ECU LA 5/05 AJT REV P ADES LOTS 3741 / SEE SHEET NO. 1 , Q •„� 1Engkw ft 9wvsft P1m r* landscape Arditd e CONVACTiOR �TAL � 4n13 Nip Pa* 9ft %mwm% a.- r r 1 ACCEPTED 8�': DATE: 21 -' AS SHO �a, tl�4 PREP , • RONALD J. PARKS ROUGH GRADING PLAN -10 �c m ,� Em. 9-M-05 ,� DEPUTY DIRECTOR OF "Lac WORKS VEMAK TR ACT No. 30264 , DAZE '�►. c� R.C.E.Ma 9!9/4 EXP. DATE G-m-w EXPI!!ES 91M SHT. 21 2 ' J.N. 32011\DWG. 30264-GP21 09/21/04 i 1 4r TW DIP�" `IN HOLE'er� MMA EXIST. Raw LINE --- .r..r., ,.r.�, 2-r x:r STAKES is To r wm ' FA CPE PUBW ROADADE 24' MIM. CATCH BASIN M ROUGH GRADE 8AGS DRIVEN FLUSH WITH TOP OF SALES u cm - MIS 11 LL LINE (TYP.) TOP Row. STRAW BALE PLACEMENT k owsrhim I�ny sQv MIN. ANCHORING NOTES. � VEi BAGS M � F *, '� 1O 4 �� � �< �:��r =_ r - • [;,,w. y. St14WC�IBi11 (M) 1r CURS LIME AGS P r', at "" 1) AACE MW N 4"� MW �1, sEcrror�r `I- A - yy�ter.. � r ' �� 1. � ' - 1 fs.. :. �� � ' /r man . .__ - t i - - '..�� Lj� '� UNLET DETAIL Q HEREON ,° ; ; >'; A _ iYMaE ht sn�laer 117NIMn �bMl►LM MIE 11 „ — 1/, � f;�`! �,�.ft j �t ft"OVAN%CiED �L MMIC DW OF MAW SECImil ' ' TOE �' ;9GRAVEL AGS N - ,30' MMI. 11CU AM NOT T!7 SCALE _ �pp�p� R=10' ~ PER PLAN N1�i SA A N01TE: PLACE GRAVEL BAGS AROINrD CATCH dA9IlAIV i or ENNTRANCE/EW TIRE MASH MIN. 5' CLEAR OF STRUCTURE, MIN. HEIGHT = Z BAGS SECTION 'r-r !CORRUGATED STEEL PANELS 1' 10 3" COARSE AGGREGATE ""um SMLIVAr 3 Nrs OYER FILTER FABRIC GRAVEL. BAG CATCH !BASIN PROTECTION DETAIL � ,_,_, , LEGEND N� N r 4 4 4 '1`RA w BALE CHECICDA�I 8 rxr WOOD POST OR T.1 I N73 STEEL FENCE POST �� _ SEDIIriE�IT BASIN DRAINAGE BOUNDARY STABILIZED Cil VS' 'Lt �DN EMMYC V�E S GRAVEL I�Acs PER TYPICAL iVTS =lZ GRAVEL SAG PLACEMENT DETAIL III w __, --___ ECONOMY SILT FENCE OR op"ALIK1lKI11 GRADE SE�C111d11 EQUAL IN 36 WIDE RO LS LINE T11P. 45 O\k -- N = GRAVEL BAG NIEIGFIT ( ) R EQUAL T OM-2 I _ " A-0.70 Ac, GRAVn BAG BEJp'A�/ CURB FAM GRAVEL BAGS OR SILT P NAP ' L-37W r NOT TL7 SCALE •• t Lw37Q' 1 2 M-8 '1 j %.-I?!. Ulf, AC Ar412.7ae. a 2 7 M-t1 x'370 Pr_ j ) i aw•,z,k hiY'%7� To-,a RV R OR RiGHT OF WM►Y H t e Am1.00 At I AN-91.0 SPACINGL I S 6 rt4. 2012 41As-tey. _.._.._-_ __ 1 L-OW ► 3 8 X; 0'2 4aa FCILD SET FILTER 4� 3 r 175 5 dtS A.0-77 AG i -' - --- +c °'77 A eH-11!_3 ' 43 !1Zj.N7)0A� RI GRAVEL BAG SPACING TABLE FABRIC INTO SOIL 4„'293.2 CW:tc-25 . FLOW f/i L« ' nw.4x , 1ei«•ir a. Nc. 1 �' STREET GRADE LENGTH " � / i3 14 M 14 -4 0-1� _.�a1�+ �A/4 SAd(F1L1 AIS! COMPACT 1'F EXCAVATED / � ,n(17•a , a.73 L�.x „ ,rat' _ w. �'_► �,� T 4% 200'MAX. SIOIL IN TRENCH AND ON STH SIDES ,1Oft - q 16 17 ,..,. �!; L c - 1 1 1 _ y **;`� L-45, r - a'`'+c 4%TO 9% 100'MAX. OF FILTER FENCE FABRIC. •- SLINKY BOTTOM OF S>l� MATER! '0y„+.if �-. .- / 1 1 t 'ynr 1 ----,.. I 7. `� _ �9% N / 11 - +G6B. 1Q 27...., 1.. l , A••2.44AC /••�• 1-8 - a _ OR STEEL FGI�� POS Tr7 IN O x12 TREit01 -- t:ate s 20 nt I !*>as_,A �'_-•_ � ,c,as,.a Z1 22 � ? 10"O _ f 7 �'• 1 �� � 3q,. 9 -- !(Nay-± 1 Y. r T. P.-- �_ Lw3w W .... p r J �� ��� u,9a.r� 23 � M_g � � Y r. t M1.2S AC. ^� n ,o ►, `-- ,ti„� I } I-,3 at�3.� •.�� ,_� IL S. MAX. f ,a�e.� ,,, .R 7� -_'—71STA 111051 f2{a 25 26 Awo.ss Ac.- irk 1 �. L-z+a Z 33 A-1.3"111 .1Y1 ,.,. P16:0 6092.J + ws rx+ x,c,a r 7 — i 28 L-tas•' 41 -20 C ,tea n 34 � �+ X h ri ,03i1.:t �'♦ 40 31 a foo,' �' Lw310' - ".ti'� !• N I J 7 I Yi7.,.� 6(5...3 1 WSQL 'ELI 94U NR Y' / 9 � fit„ A-2. Ac. 1n+rE�^ 737 72 `~'``'- --�.�.._-. F,rws,7 ,•lav_7 M-1 (-21 A-2-20 AC ,fy2 1 ;1aa 3B 38 AaH=4.7' 410 , � • JrJ w - .7 t M-1 ,1i 3.. _' AaH+4.9 M-3 LrB�' L-500' QH+ t 1 t 1''.; �,^ti`s �� � � 1 • ti N 0M...3C PI 1114.48 \\ OF Nk -_ EXIST Alt.,., (1106.48) INV INSTA-LL ASH 41A --- ._.,- . f. X 3 PIPE , , ti 1 law .... n w A N 1 , .. � t " Atl\f *8 EX INV. not 6DRAIN ESMNT EXISTING 7 . r - *- ITS - a _ , r' , , . - ✓ f 23o,63=539.00 -- TAPROPOSED TW .54 , •� ,T �, 4.60TW 7-PO.2 .20 M8221 /21m29 2.60T 5.50TIF fi LO LOW=MEDIUM 7.5 TF `� �►. DENSITY Y 1 , --HP � RESIDENTIAL ti G � . _ � � N T I A RETAININ T 1132.E _. \ 23 - Y _, w A f . WALL , / ■ i I t 7' M .. 3 5 TF � RETAINING 5ECTION• a . RETAINIIUG PER SEPARATE 2 LQ MEDIUM, , !� NOT TO SCALE f ` \ PERMIT DENSITY . . {`\ , - rPER SEPARAT, �- �,/; �/. ,. iP l�� f �l,-1� `f w�� -__+ \.a - -..�. .. ,..r x E R M I T •• ' _.._ `r+; i.... , X TC 1022.93 J PERMIT_. __..__� f r y. 4 -,.. ._ 1 _. T +: ' � ._ FS 17.5 ' .. � ; r y (2=5 DU/ACS l 1119.96 - 37.5 TF _ . • 1 112'1 - A PA TCWL 42-0 -N , w "t • 7.5 - 3 TF 21.5 T 1 4� tt ©41 oTw 1 -� GI c Co _ CH 23• ' d _ .-. - ,- F.I�. �.__ _ EXIST. PROPOSED f - _ , ,w co _� •�.__ - -- �9 0QT�1 . --, c� 143 5 F - - �__ _. � ND - k �` co _ `� `��` GROUND 5' BENCH � , f 2 { ,� � PROPOSED \ _•_ _ _. , - 2 oTF EXISTING w Ch `. °� EXISTING t , `�►. ti .. -'C^ 1124.E O �7 p + BENCH .� -•- - 1 Job _ -� • wnrrrt , • .. ' 1 co PERM4T RErAINI ER SEPARA CO WALL ... 6. 2 �. _ - 2 O ____ #''12aA _ V/�� - 11 _ - , � ... • ._ .�. SCALE S 4 \ E ,. NOT . _ .. � TO CAL - .. � G 2 • N `h _ � N TO o w _ _ w _ \ _ _ 7 • _._ • _ ��.17TW _ _•.dr 1 1 _...-... F ".. gym, ....-.._ ... .-.- -.....-... , --.---_ �. --� � _. _ 10.50TMt 12%b •-- - � _• ".. ` ,, ��,r��� P/L 6' DRAIN ESMNT. P _ - - PROPOSED - 4} 1 M1 +c , ... �- ....-••*ted '-- _ role EXISTING ROU ROUND - 6 . _ r PROPOSED EXISTING w . EXIST. •-.- ,�` 0000. ` PWR. P0L _.,. 1 5 1 � 1 .� 111 a.o ,, �� 5 48 -, 10 "" 'S DRAINAGE DITCH RETAINING ' EE DETAIL HER Sop ,5 ALL 3 E . 4 16. . _ _ - -600)11w.0 1100 F FG � SECTION 5ECT "2-2---ION � 1 • Q { FG �•, n 5 8 fka .046woo X , CO NOT TO SCALE IT N T ALE - gip• �----_---__.- '� �'• Ile- 7 W .1,099.7 2Y FG FG ...•, A 0 _ e iia� .6 .,�.: PRIVATE DRAINAGE EASEMENT P/ CDWIDTH VARIESss, �.� - -`� .WALL - _ . ._- VARIES ti 4 . . , Ao SS40 0 � r _ 9 _ 1 - 610. 3 40 ..�. /��y ,r ,)"I i Qsk 2 8 { Scale: 1 =40 "-�a,��,,•.. s8 _ _. _._ ` _ 1 SLOfE �•r..400, .� 5 8' 109 7.3 n �' • 108 O 1 a Q 88.53 t f {' I 2' WALL ` ,•.; ° ,,; `r �► 1 0 _- 88.4 561 9 .44 , _ o - ��� �• 3 7, 6 � w \ 6 21644q-� \cx) 3 MN TYPICAL DRAINAGE ,9DITCH 411 55 n ,� LO 1D98.700 1096.5 095. NOT TO SCALE72 UNDERGROUND- SERVICE ALERT o L V -ME IDI DENS TY RE ALS (2-5 DU/AC) CALL; TOIL FREE 1-900--227--MOO LD05- 150GR A LD05-1001 GR TWO W0FWM DAYS 111mcm ym DIG DA Y REVISIONS DATE ACC''D BENCHMARK , ® all & Foreman Inc. RECOMMENDED BY: TE //o.S Drawin No. CONSTRUCTION RECORD B SCALE a H CITY OF TEMECULA NPAI�TMENT OF PLISM WORK 12/04 AJP & ADD SHEET 23 do LOWER PAD SEE SHEET N0. 1 �•T nginee - CONTRACTOR GRADES FOR LOTS 24 THRU 29 MORIZMU1. . 43513 IMp Pwk dM TwMem1% Co. #Jt o` ACCEPTED BY: TE: � r23 07/05 AJT REV RET WALL LOTS 4 5 6 d K AS SHOWN 21114 PREPARED BY: DEPUTY DIR TOR OF PUBLIC WOR S ROUGH GRADING PLAN QN ►`•1. p RONALD J. PARKS II�ECroleD - - . TRACT No. 32319: SHT. 23 OF 2 DATE OOMPLETED R.C.E.No. 21914 E7CP. 411E 9-30--051 744 1�13Q J.N. 32011,30264&32316_GP23.DWG 12/29/04