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HomeMy WebLinkAboutLot 18-22 Precise Grading �` GRADING _NOT�� -�- EROSION. CONTROLIJOTES �- 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS. DURING THE RAINY SEASON ITY OF T M Lr I. ALL GRADING SHALL CONFORM TO THE 1996 CALIF. BUILDING CODE, APPENDIX CHAPTER FROM OCTOBER 15TH TO APRIL 15TH. APPROVED PLANS ARE REQUIRED FOR ALL ROUGH 33, AS AMENDED BY ORDINANCE 99-23. GRADING. PRI FA IN PLAN • ••� 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 x. DRAINAGE SWALES 2. IN CASE OF EMERGENCY CALL. CAMILLE SAHRI 1� r REDHAWK PKWY SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM TOP 24 HOUR PHONE: (949) 581-4994 biro OF CUT OR FILL SLOPES. � 3. THE DESIGN CIVIL ENG NEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT �7 !� WORK REQUIRED IS IN ACCORDANCE WPT�I�I THE APPROVED PLANS (IF REQUIRED BY THE29305�1 � WOLF VALLEY ROAD3. MAXIMUM CUT AND FILL SLOPE 2:LINEAR PARK L4TS 18 22 TR 4. PROVIDE 5' WADE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL DEPARTMENT OF PUBLIC WORKS). � � PROJECT SITE SLOPES OVER 5' HIGH. 4. E T AND SMO WERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL .� TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON 5. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A COMPETENT SOIL N111 SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERTY PLACED AND WHO OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. RAS CANYON SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ROAD d. A REGISTERED CIVIL ENGINEER SHALL Sl18trNT TO THE CITY OF TEMECULA'S DEPARTMENT DEPARTMENT OF PUBLIC WORKS. OF PUBLIC WORKS A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN MCINITY MAR. ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH NOT TO SCALE BUILDING PERMIT. CERTIFICATION SHALL BE TO UNE, GRADE, ELEVATION AND LOCATION WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 407x. "" OF CUT AND FILL SLOPES. Aid • - 7• AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, • 7, PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS ALONG TOP OF SILT FENCES, DESILTING BASINS AND SIMILAR DEVICES. CUT SLOPES. A T PERIMETER MUST DRAIN AWAY FROM THE FACE OF S. GRADED AREAS AROUND THE TRC � �� _1 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE SLOPE AT THE CONCLUSION OF EACH WORK DAY. S• FOOT. 9. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS - 9 ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A PRELIMINARY GEOTECHNICAL STUDY BY PACIFIC SOILS ENGINEERING, INC. DATED HAZARDOUS CONDITION. SEPTEMBER 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SHEET 4 SHEET 5 SHEET 6 SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE FOUNDATION 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS vDESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN ARE COMPLETE PER THE ROUGH GRADING PLAN. A 3 SHEET 7 SHEET 8 DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR e � REPORT. 11. THE DEP MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER INFORMATION FGEND. FOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. IMS Ap INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR IS SUBJECT TO CHANGE. EACH LOT. PHONE (909) 694-6411 11 TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO� INDEX MAP T.C. TOP OF CURB PERMANENT PLANTING. ``♦ N = 11. CUT SLOPES EQUAL TO OR GREATER THAN S' IN VERTICAL HEIGHT AND FILL SLOPES F.S. FINISH SURFACE EQUAL TO OR GREATER THAN 50 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS • W G' i0' 120' 180' 240" OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE W F.L. FLOWLINE ACCORDANC9 WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). F OF FINAL INSPECTION. 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM SCALE: 1" � 60' F.G. = FINISH GRADE . RAIN INLETS SHALL OCCUR DURING THE RAINY SEASON. UNLESS ADEQUATE � TOP WALL 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL TIME GROUND HAS BEEN TEMPORARY ERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO T•W CLEARED OF WEEDS, DEBRIS. TOPSOIL, AND OTHER DELETERIOUS MATERIAL. CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET STORM DRAIN OR CONSTRUCTION NOTES de ESTIMATED QUANTITIES T.F. TOP OF FOOTINGT ST BE 13. IF STEEP SLOPING TERRAIN OCCURS UPON MA-ITCH FILL IS T'0 8E PLACED, MU I NATURAL WATER COURSE. TOP OF GRAVE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM NO. DESCRIPTION STD, DWG. QUAN. REVISION T.G. = PREPARATION SHALL BE APPROVED BY A SOIL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM 1. CONST. 30 P.V.C. SDR 35 DRAIN 243 LF. INV. = INVERT DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF FROM ONE AREA 2. 1 CONST. 4 P.V.0 SDR 35 DRAIN 631 LF. = 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. 3. CONST. DRAIN THROUGH CURB o ELECTRIC METERS do TEL/CATV TERMINAL (NTS) DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO 17. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE THE PER DETAIL SHT NO.8 4 EA = ELECTRIC VAULT WITH COOLING VENTS (6' X 12') PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. CONTRACTOR FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTY 4. CONST. 6 ATRIUM DRAIN 15• DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT BE LIMITED TO, PER DETAIL SHT NO.8 14 EA. ELECTRIC PMH (6' X 12') CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO 5. CONST. CONCRETE AREA DRAIN = 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TD FUNCTION, PREVENT, CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PER DETAIL SHT NO.8 5 EA. ® ELECTRIC TRANSFORMER ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 6. CONST. 4" CONCRETE SIDEWALK 6:401 DRAINAGE AND PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING * = I& SLOPES CONSTRUCTED PRIOR TO OCTOBER IST SHALL BE TREATED FOR EROSION 7. CONST. 4" PVC CROSS 1 EA. ® ELECTRIC PULLBOX GRADING OPERATIONS. CONTROL PRIOR TO OCTOBER 15TH. SLOPES CONSTRUCTED AFTER OCTOBER IST SHALL 8. CONST. PLAY SURFACE AREA DRAIN 4 EA. ELECTRIC SURD TRANSFORMER 17• STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1.5) BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE PROGRESSES IN PER DETAIL SHT NO.8 SHALL BE SUBMITTED BY A SOIL ENGINEER TO THE DEPARTMENT OF PUBLIC WORKS FOR INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. D = ELECTRIC HANDHOLE (13" X 24") ' CUT AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. 19. FILL AREAS WHILE BEING BROUGHT UP TC) GRADE AND DURING PERIODS OF COMPLETION *NOTE _ CONCRETE SIDEWALK QUANTITIES � = ELECTRIC IRRIGATION PEDESTAL 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF SUILDING PAD PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE ARE INCLUDED ON LANDSCAPE = TELEPHONE VAULT ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO: TEMPORARY DOWNDRAINS, ARCHITECTURE PLANS. TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; > CATV ELECTRIC METER PEDESTAL GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE SHALL BE GIVEN. RUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF- PROTECTION SUCH = AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTHWORK QUANTITY ESTIMATE ® CATV HANDHOLE 19• EROSION CONTROL- ALL GRADED SLOPES SHALL, BE PLANTED WITH ROSEA !CE PLANT �EAR11-I BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL EXCAVATION 3 OOO C.Y. ® CATV AMPLIFIER PEDESTAL VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. EMBANKMENT 39000 C,Y• 0 FIRE HYDRANT ' TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' 20• TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLANS, SHALL BE CONSTRUCTED SUBSIDENCE - ♦--- = STREET LIGHT IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PRIOR TO EXCEEDING 12 FEET TO CUT MEASURED VERTICALLY. SHRINKAGE - _ _ _ _ _ PREVENTION DEVICES PER u.P.c., CHAPTER 10.r. 21• CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMIMEDIATE _ _ � � _ = STORM DRAIN TO PROTECT AREAS WHICH IMPORT XP OR T O C.Y. �__, = 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED , , CATCH BASIN Xi PER FOOT FOR A MINIMUM OF 3 FEET. HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE RAINY SEASON. THESE MEASURES • INCLUDES LOSSES FROM OVEREXCAVATION. = RETAINING WALL 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. MAY INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF ---R R-R-R- RIDGE LINE 22• ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO GRADING. COMMENCEMENT OF ANY CONSTRUCTION GRADING. 22. DEPARTMENT OF PUBLIC WORKS APPROVAL OF PLANS DOES NOT RELIEVE THE = FLOWLINES RESPONSIBILITY FOR CORRECTION OF ERROR AND OMISSION /LD/NG AND �IfETy 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE R DEVELOPER FROM ESP - - - • SHRUBS APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS • • • • • • ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS. 1IEHF*7FOR G /A E W1771 MLEJW PIM&EO = GRASS APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER �ICC+E`5✓/Q/L/�AyL y _. FOR REVIEW AND APPROVAL 23. ALL GRADED SLOPE AREAS 5' OR MORE RV HEIGHT SHALL BE HYDROSEEDED UNLESS Y_ ��__ �_ .������ .� = EX. SLOPES SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABUSHED AS DETERMINED BY THE CITY Z 1 �� t" Appy eY D _� �� 24. THE ISSUANCE of THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR OF TEMECULA INSPECTOR. E 1200.0 PAD ELEVATIONS PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. THE 24. JUTE NETTING, OR EQUIVALENT, SHALL BE INSTALLED ON ALL SLOPES OVER CONTRACTOR/OWNER/bEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE TEN (10) FEET HIGH. UNDERGRQUND SNOTIFICATIONS CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS 25. SOURCE OF TOPOGRAPHY: 26. SOIL ENGINEER AND GEOLOGIST: AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING' UTILITIES OR AGENCIES 2 DON READ CORPORATION PACIFIC SOILS ENGINEERING INC. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: 501 MERCURY LANE 7715 CONVOY COURT NOTICE TO.QONTRACTQRS PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND BREA, CA 92821 SAN DIEGO, CA 92111 Underground Service Alert CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSMKJTY FOR TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411 (714) 529-9599 (858) 560-1713 JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 DATE: 12/17/97 0' TSL FRSAND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE 1-8,00 DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND QAS1S OF BEARI 227_2600 AND ALL UABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE THE BASIS OF BEARINGS IS THE CENTERLINE OF PECHANGA PARKWAY (PALA RD.) WORK ON THIS PROJECT, EXCEPTING FOR UABILITY ARISING FROM THE SOLE NEGLIGENCE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES PER RECORD OF SURVEY BOOK 100, PAGE 28,, IE N47'45'28"w LDO'4-195GR Man ��am �� vw w OF THE OWNER OR ENGINEER. CONCERNED BEFORE STARTING WORK. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKSCALE � Essio RECOMMENDED BY: TE: o Drawing o. o Hall & Foreman Inc. EPH. A s>. MW CITY OF TDEPARTMENT OF PUBLIC WORKS CONTRACTOR RIVERSIDE COUNTY�600--62-69 1970 ��� ��4 � � •�� �-��� F,�.�. � BRASS DISC SET 1 EAST OF CONCRETE POST MARKER h P • 3 f� ps '� PRECISE GRADING PLAN STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD � Ma �e� z ACCEPTED BY. . FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS `'' �• ♦ PREPARED BY: RONALD a PARKS INSPECTOR PAVED ROAD 5' N.W. OF TEL POLE NO. 6295, C.W.T. 3' y, DEPUTY DIRECTOR OF PUBLIC WORKS VER , LINEAR PARK LOTS 18-22 TR. 29305-1 S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 ``f FRED W. DOE*= DATE- '�;{'*�' SH T. 1 OF 9 DATE �� R.C.E. Me. 16526 Eli.. DATE 7 ES EXPIR9LNA,'� J.N. 33004 \PWG. PGPSHTI 03-16-05 PAR COURSE EQUIP. MODULE 2,9 3 B.-I PER LANDSCAPE IMP. PLANS 39 38 1 40 1037. 40.62 40-95 F.G. F.G. 40.62 I-V- V. IP w F.G. V, V, woo 4011 w - 6 403 vp V, w V. .L.q.6 V, S. 15Ar F efttvc,4 0 1a w S. 1037.89 40.�4 f.S%. 44.90 t0T* 19 :�G-.11 Tv G. ... .. "39.61*I NY. 1037.9 V, vp V, 39*96 A wob T.C. G.B. 3&5 F.Z. 1038.48 V, T.C. G.B. 1515 wivoy II.I i a 1038-4� .77 .500, 39-63 T.C. F S. 1039.93 .,0 39.73 T.C. T.C. 1040.19 F.G. * * Top 1039.67 39.27 INV. Oki T.C. L1w1040.45 ... ....... T.C. 39.23 F.L. 1039.52 T.C. -- T------------ .C. 16 15 wo ......... I..... Li BENCH MODULE PER F. ------- Li LANDSCAPE IMP. PLANS .0 1039.10 .......... 1039.93 ►^i ` ` ` ` -- , -- - . -- -- -- ~�"�C� ,- S9.30 -M40.45 *39 1 a T.C. 1039.67 c/ ID40-19 F.G- 9.01 T.C. ........ Ar 038.89 -7- -1 T. 39 12T.C. 10. TC39.41 F T.C.S.* 6 X 1039. W w .74 .......... .. T.C. --- -- ------ O-Z 3 TC F. - N • -- ------- F1038. ,rf W W w w W w w - _ -T.0 38.94 ...... Fv 1038.37 T.C. 1038. ........ ..... 10� • --T.0 038.3 N<000, 1038.1) 110, 7 F.S. 1-11 5 1038.11 T.C. T.0 --01 1038.1-1 T, 031. 110, X1 Is- 4 CONSTRUCTION NOTES rLgc -0e CONSTRUCT 30 P.V.C, SDR35, DRAIN CONSTRUCT 4w CONCRETE SIDEWALK PER CITY STD. No. 400 &401 SEE LANDSCAPE IMPROVEMENT PLANS FOR DETAILS PLAY SURFACE AREA DRAIN PER DETAIL SHT No-8 8111ZaA49 A4V 6WFF7-( It &YIEWPW OWPI!MAW X#7)V 777ZE 24PI6,401 EV A���I���I�r�Y of 209 owe goo so AA9MV BY f///Y/OS SCALE: 1 20" LD04-195GR, p go p Drawing N UNDERQVXM DATE BY REVISIONS DATE ACC*D BENCMARK 1111111111�ipfl E3210 403 pw ot I RECOMMENDED BY: d4W -I SCALE Hall & Foreman, Inc. mw 11TEDEPARTMENT OF PU13LJC WORKS SEE SHEET NO. I PH. M 579-47M CITY OF MECULA FAX M Iff-OW HORIZONTAL Engineering-8ur4I`hmN*iq-Lwwbmp Ards WININAFICCOM OS CAU; ML FRE ACCEPTED BY: Qb io - TE.- pi PRECISE GRADING PLAN AS SHOWN w EV. 6-30-a PIP PREPARE BY: RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS 316o nM W. DMMMIATE: LINEAR PARK LOTS 18-22 TR. 29305-1 TWO WORKING DAYS BUOK Y= c R.C.E. No. 116526 4�1 up. DATE s-3o.-a R.C.E. No. 19744 DEWS. -..jZXdn&,- SH T. 2 M 8 J.N. 33004 \DWG. PGPSHT2 03-16-05 OLIVE C 1040.1 a 1040.14 M. T.C. 11,11,111 T.C. 1040.14 T.C. 1040.1 NV. 1039.68 INV. 1039.6 104 . 3 0.11 T.C. C. 40.40 2 W 40.40 F.G. F.G. 39.80 F•S:, 39.78 INV. 4 ♦ ♦ INV. SLOPE TO BE REGRADED T.G. 40.59 ♦ 4 + INV. 39.84 T.G. 40.57 LOPE VARIES 2 W INV. 39.82 _-T-A .-W 41.52 W W = !`:: F.G. LUZ TRACT 29798--2 40.20 W W ♦ 49 I 41.82 BENCH INV. + _ + W F.G. 41.7 ..._.- --:=. + 2 rjQ T.G. 41 71 T.G. 8 •:.: - -= 8 INV. 40.24 - � .r 2' ENoN W INV. 40.07 -- ..:. _- N 42.20 _ ---- ..•- __ _ q 44.90 --- - + 0.02 ---- -----:- __ 104 Z . -- T.G. 40.10 H.P. --:- INV. ----------::::: 39.70 - - -- -- - . _._ INV. 39 27 F.G. 2-1 SLOPE = X0.�1 44.901039.46 _ W � I T.C. -- W + 2A SL E S 1039.46 .._-. . . W x t W -.0 - " W V TC42� 8 -4 fi.G. . - W W 1 W W FS WIN oW.�o - - - - - -- - _- _ - + Y W FW.2 S..gAT.C. 1 39.57 - INV. 1039.07 W .1'8 F.S. W - - I W - i 7 _ - ♦ w 42"29 W - 9 W :: 3 W W _ W 9 :F: 4 .79r� =_T 1 W 1 . S. 42.10 - rE 4 :' 4I O I 2 8 _ 1 _ i' 41.0 _. _. •o -- 5 - 7 - - W T. 41.9 - _ G. - 7 9 - .4 8 2 C F.G.G - 3 - - r - •r 0 _ IN 4 .53 - - • 5 1 , � F - - eo .: I �.4� __ �o so 9 - - o Z - w� a _F.S.1040.39 _ % 9 Jr` I -.Y- - 4 .7 _ - ,0 0 9 4 .49 - 2 T.C. 4.970 : E 1 _ :: = W 5 -- 3 T.0 _ -- 42.49 + O - - S 42.49 �r � O ♦ - 1 2 I - SCALE: - ♦ 40.32 .S. e _ r 7 7 - 0 - 40 - 1 0 INV ♦ i C: Y W 9 - - C F 4 .1 -. � V �1 - 8 - 2 - � a 4 7 - '1 6 I - NV. 0.5 - + + G• � 8 0 4 �. + + R ♦ i - - 42.1 1 0 I �=• ao 0 E. Y _ -4 + 1 G _ 1 40.9 ,� - - - t• 0 0 + i G• W - 0 F R _ _ ♦ 3 + i T.C. � O - P + i O ♦ � ti � 44.39" S G - W W P i i 1 0 y,• ♦ i i 9S _- .C. 1 41. U• i i - 3 0 N ♦ W LL 1 O i F.S. G• - ♦ + 4 _ - 4 =i + 4 -�✓Y � 10 0.90 - _ =: + - Y .. :=_ := ::ter-_ -:: •=�=:====:__-. - Y r k {►• i T.C. -------------- + 4 + i i - - G• - + + I - - F - 7 IV 4 .55 F - 2 IV c,. - _._ �O W I _ _ - 5 i - 4 2.8 9• 44 ------------------------- W 6 41 _ q, I F.S. - I F.S. c _ _ _ W 5 - F.S. - W W W - - F.S. W - I 11 W O ++ i ♦ G�O i rjt _ W ♦ \ W 3 W - � W W F • _ - �'�i ♦ w 10 .79 1043.05 y + 6 F _ •� = 1042.45 F. 1042.91 1043.11 F. . 43.27 _ W = : =:=-::: T.C. T.C. S + L1J 9 W ra97r 3 :: ::..:::.- 10423 N __ T.C. T.C. T.C. 1043.31 g 9 �- � � Ss- • � � $ � � T.C. N T.G. 43.14 � 103 f -T W 3t F .`�• CO C TO INV. 41.28 T.C. W ♦ W - ♦ .. CAS 1039.81 21 y W W , BASIN WULF 1 41.83 INV. CREEKF W BEN --- k ♦ ♦ -:. _ _.::......:::-- ,04,.7s 2D N . 22 Z Lpw ♦ ♦ T. . - .- + y ' - - - ♦ + T.C. V,wf _ I _ . W r N W 1 . - 0 ... - W - ♦ - 1042. 9 1~043.0 + .'-- k:... G• - r 104 8_ �� rT.C. --- - -- - - ♦ _ _ T. C. - - - - T.C. _ Nr� ♦ _ _ _ f 1 T.C. i T.C. ---- . + _ r i 1 _ _ 1- N _ r _ N - J 0 _ _ C. G \ r r S _ 1 41.7 _ _ 0 i N ♦ 10� �� r - r r _ a � f � 1 1041.23 v � 11041.23 T.C. C. o-k . • r � 1040.81_ _ -� _ -- to43.t �g - � .._ _ 104?.7 _Y 7 1040.81 - _ _ _ ,�0 G• , T.C. � T.C. � 75 CONSTRUCTION NOM 68 - - r�- N+ - - - I • 1 ' TRACT 29798!3 CONSTRUCT 3" P.V.C, SDR35, DRAIN - , ENCN _ - - I I ,8 �ACr 29� 8 _ - 1� 1 ,8 3 . 98 3 Q CONSTRUCT 4" P.V.C., SDR35, DRAIN CONSTRUCT DRAIN THROUGH CURB PER DETAIL SHT. No.8 IN (� v _ __ #O�g•7 p9.7C~�8a4 CONSTRUCT fi ATRIUM DRAIN Ilk CT Z �. --- PER DETAIL SHT. No.8 2 ACTIVITY NODE LE(E[y,Q- CONSTRUCT CONCRETE AREA DRAIN PER DETAIL SHT. No.8 r _ 1b Q PICNIC MODULE © CONSTRUCT 4" CONCRETE SIDEWALK BENCH MODULE PER CITY STD. No. 400 &401 SEE LANDSCAPE IMPROVEMENT PLANS �1'LD/N6 AND �4FET y TOT LOT MODULE FOR DETAILS �p3�•1 rD�W carIWNrns/77 r4 Of vWescFv @GAZEBO do BENCH MODULE Q7 CONSTRUCT 4" PVC CROSS TO BE Acc�s�eic�ryoNcy CONNECTED TO 4" PVC SUB DRAIN PER E.AN�SCAP'��I _ Ar E PAR COURSE EQUIPMENT MUDULE " ,�MPR0I�EMENT PLA O SEE LANSCAPE IMPROVEMENT PLANS FOR DETAILS Q8 PLAY SURFACE AREA DRAIN PER APPOWE DETAIL SHT No-8 LD04-195GR UNDERG MAID SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK RoNESSry �'°',�a o RECOMMENDED BY: TE: J b`7�� DEPARTMENT OF PUBLIC WORKS �� Na SCALE o Hall & ForemanInc. P,. . s.� CITY OF T SEE SHEET NO. 1FNc.� MOIgTAI Zdr .�"t ` , Eng;ne dng-S�xv�et.Pl rx�r,g-I ecw Ard0kmA a M �e WIMC °1`� 3 $ CALL TOLL FREE !+ - ACCEPTED BY: TE: "°' ' RONALD J. PARKS PRECISE GRADING PLAN _ AS SHOWN �• S-� * PREPARED BY. DEPUTY DIRECTOR OF PUBUC WORKS VERS.. LINEAR PARK LOTS 18-22 TR. 29305-1 `�d� FRED W. ooERCEs DATE. c�� R.C.E. No. 16526 Exp. DATE M R.D• No. 19711. SHT. 3 OF 8 TWO WORKING DAYS G J.N. 33004 \DWG. PGPSHT3 03-16-05 r 1 Ok19 G• I I I � � 30 30 t II � 20f 0' 1 a _ I ► 1 ► ► TRACT 29798-6 k G Q 45 44 P UN 43 G Q� ,2 s�-° �• 1° �° 29798 _ �049.� �o4s.4 �a F N. 66 �,� Cj?�, TR ACT P F, G- pkti 32 45.79 Inn _ 't• G. O F.G. _ bill'. I I I * +� ar y y I► � y y � I y y y �..- y y � . Ta .2 w _ — ..... � � 4 1 .58 __ y y * y , y 1045.59 I T.C. „ r+ y 1-•- y y y y ---.__.: y y y y y +� y y y y y y y y� y y .. �.. t y y y T.C. _ -� 5 7 --"-'' _y� y -y y y + y y ~ y i y y y y y y y y y F.G. o _ y y y y is• y / y =_ -======- == = ,, y 4 .68 i y " G _ y I F 4 F . 6.4 4 47 y y y y / - 6. o .o y y - I I it - ll 1/ 3 O - - 4 �.5� F.S. F. al - - .S G. y - k y y y y al 1 45. 0 5o y y _ _ F.S - • y . F y _ - .C. o - r- y - y - y y - - y y y - T.C. 5. 50 G - - y I T. y y V y - •-• ::: Z' - y y ro y y y O .a7. y y 1 y y y y - y _ e !1 y al r - y y _ y y y y 6 - k. W �c F / 3 : 0Ol k F 1045.69 LLl X044• - y S• � T.C. � 1045.99 - is " y y / / 1045.37z k T.C. 1 4 :"�=•:=:--=�. 0 6.29 = 1 N y .C. y / y y T.C.T S• - N V J T .C. al y F - - - 1044.8 1 4 '0 0 4.93 _ s 2 - 27 AiWO T.C. FC. R . 2 ' ' I/ w �iEEKDRIVEyN y - k• / / 9 y 3 r y 2-5 Cn— k — — — - - - - - - - - - y - . . - " ^� r - - _._ - _ - doom �k• '� - - - -~ �- l 104 13 — _ - 1045-99 4.Sr39- -- - -- _ 1046.29 r`' y O G• G� �T0ON _ - - - - ._ -- -- -- T.C. fi C: - - _ - - __ .� z �'' '' y y y = _ ,, ,, k�• .�� '� s`pEW OP T NS --T.C. T.C. T . - - _jai y � y y y G• O '`CI• a K90 y r y r p61 G. � '` -- �-- - I — — — — — — — -- -� TRACT 29798--3 Z — G• ` I I W � M I U � I 1445.4 44 _—. CONSTRUCTION NOIES sis i D CONSTRUCT 3" P.V.C, SDR35, DRAIN 43�G I � •3 3 �3 CONSTRUCT DRAIN THROUGH CURB 798 PER DETAIL SHT. No-8 CT 29 5 CONSTRUCT CONCRETE AREA DRAIN ,, -- 42 TRA O PER DETAIL SHT. No.8 Q6 CONSTRUCT 4" CONCRETE SIDEWALK PER CITY STD. No. 400 &401 SEE LANDSCAPE IMPROVEMENT PLANS FOR DETAILS BU/1-01 AA9 ANO 8AFETr /QL1WNlr PW COWMAVE IVJ'TJV TITLE NMA01kV O' 200 40" Oo# a0' _ A0CPX14SIL/TY ONLY es SCALE: 1" = 20' E LD04-195GR URERGRaW SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK �,3�oaE PARK eR. 3��71aS Drawing Na SCALE o��°�Esso ,�� � �o RECOMMENDED BY: TE: SEE SHEET NO. 1 �,, ' Mall Foreman, Inc. FH. M 676-47 DEPARTMENT OF PUBLIC WORKS CITY OF TEMECULA CA 1' I ME HMZMT& ,�� Engineering.8u vett-Phew* -LwW@cspAmhftckn F �.WI-� 11 -amNa z ACCEPTED Sr. P -- TE; 3 8 o� 1-- 227-2x04 As SHOWN �. r�o�-as P R E PA R Q BY: RON ALD J. PARKS PRECISE GRADING PLAN 4 � DEPUTY DIRECTOR OF PUBLIC WORKS 3-16 FRED W. DOER= DATE: LINEAR PARK LOTS 18-22 TR. 29305--1 TWO WORKING A � CA�'� R.C.E. Ms. 16526 EXr. DATE 7 . SHT. 4OF8 J.N. 3.3004 \DWG. RGPSHT4 03-16-05 SIDEWALK GRADE BREAK & SLOPE TRANSITION TRACT 29798--s y y y 42 41 r y � 1AA 1000RSE, EgUIP. MODULE 40 y y PER 4LANq$CAPE I'MP! PLAN I • 1050.1 1050. 391 � � yy y v -wa $ y y � � 4 y r y ,. 1050.e y y ' y ' y y y y y y y �� y y + y BENCH MODULE PER 1051. y y y y y 3 S LANDSCAPE IMP PLANS 1051:'5 y y y � ' y y y at y y y r y y ar y y y 1�S 1.�y ' y a► y y y z11952* 35 A y y yl y y y y y y y y y y y y y y � y ,r y y y at x y' y y y y r y ar y � y y ar y , y y y y y y '� a r .► �► y y y y y a y y y a y y � G • y y 4 .4 a _ y y y y 49 • 1052-5 y y EMIL jo up I - y y y 48. 4 _ 2 I _. S.sV _ =ti � 3 _ - - 48 02 � F. . G , 1 F.G. - w . - - _+49.02 a ,. ...� __._ l 49 F:S _ _ _ ._. 46 9 _._ __ 8 - r ._ - �8: - sy F. G I 1 48. _ 37 - T.G.T _„ - y � 47.4 i S. 4 _ - 47 _ a y 7 .77� INV. V 49.7 8 - a y .. y - y i Al F. al - i I 1 - - y - - i a1 - 4 y - 4 .. . .. .... ... - - � F.S. : I 8 .G. h - y i 50. - 4 - r 8. 9. 6 - y s � y 49.1 I y 1 y ' - y y W F G. .�� F. ry S. F. 4 - r y _ y y _ , y y ar y N y / al A y 4 F. 9.52 y ,� - y y y y W O _ y y 1 y y ar - v s y y F.S. - y w y y y - - - ay y r - y y y y y y y y y l _ y y y al it y y at y at - (� 1046.59 y y y y y y y y '� S y3^y y y y y y y y ' y y y y A y Aly y y X y y r '' y T.C. 1046.8 1047.19 w T.C. T.C. 1047.49 1047.79 48.10 T.0 8 T.C. _ - T.C. 1048.09 47.64 INV 1048.39 y �+ y .0 y y 2 liJ T.C. T.C. 1048.69 .S. � 2� _ 47.50 F.L. 1048.99 30 WOLFCREEKT.C. w D -. ._ _..._ � � � � � T.C. 1049.29 � , 31 LLJ Z 1046.59 � � � � .� � ._ � � � - ._ _.._ _. . � � � � .� � .� � � � --- 32 N 1049.62 � 1046.5 = � � � - -_ � �� T.C. T:C:- _ 7 r - -- - _ Li 1047.24 ... - -- -- -- 1047.49 - -- -- - -- -- - 3 Z �. ,` _" T`C: -- -- -- -- __ - � � � � _ __ 1047.79 1048.0 - _. � - � � ._ : _ � __ ._ _ � `- � �- � -- - T117 1048.3 1048.47 -- - -- `_ � _ - -� -- -- `- -- �- Li 1048.69 T:�' - -1 Q48_ 1049.02 1049.2 - -- r _ Q T.C. ' ` fi@: -- -- .__ T.C. Ljj 1 , 1 •-- �9� 2 Z 1046.5 i ` i + T.C. 045.39 j 1 C. _ ..� T.C. N _ C) 2:1 SLOPE � � 2:1 SLOPE N-- 1 SLOPE 2:1 SL / r1• ` ._ _ 1049.7 �' I � TRACT 29798-7 52 0' 3 . I I 3 I 9 I . E M ._.._ I 52.7 38 I 52. T.C. fie PCE _.. i I r T.C. TRACT OPEN SPACE LOTS 52.67 .' 29788'7 � T.C. I - HONEYSUCKLE COURT QQNSTRUCTION NOTES Q CONSTRUCT 3" P.V.C, SDR35, DRAIN © CONSTRUCT 4" CONCRETE SIDEWALK PER CITY STD. No. 400 &401 SEE LANDSCAPE IMPROVEMENT PLANS FOR DETAILS Q PLAY SURFACE AREA DRAIN PER DETAIL SHT No.8 &1X01#19 ANP sA�r� o• �, �, �' � l�"ViE71�D FDR COAIPII�IM'T�il r/nF N vis.4aw AccE�►siei�irr o��y SCALE: 1 * = 20' ME LD04-195GR I.A�IDERGRa�ID ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK tEssio sera PMc oR. DrawingNo. SCALE a oua, �,. �o RECOMMENDED BY. TE. 3 .� SEE SHEET No. 1 �o ' R Rall & Foreman, Inc. �,. $,�mw DEPARTMENT OF PUBLIC WORKS CITY OF TEM ECU LA CALL 7L FE HD IZ+O ITAL ,� �� Ergkww;ng-purveying-P1wN*p-Lzr4*wpe Amh bckw Fix.WW HFMc.� a � t ACCEPTEDY � 3 B 1_800-227_2600 AS SHOWN W IV. 0-30-0 9 RONALD J. PARKS '� PRECISE GRADING PREPAR D BY. PLAN 5 3 'O DEPUTY DIRECTOR OF PUBLJC WORKS VERYM& 7 ``�d FD W. DOERS DATE: ..;,; .:. LINEAR PARK LOTS 18--22 TR. 29305--1 TWO vMORKIN A �� R.C.E. N.. 165 EXP. DATE 30-os 197!H SH T. 5 OF 8 J.N. 33004 ,DWG. PGPSHT5 03-16-05 � -- ..-,.__..._--- -- Ogg p0 � C. 1054 00 OC• �_-- :1]5*� uoTi�-RC�1 c6V�001 'p S ACT SM 230 jp 9 30' 5� '+ i i D A ' :54f i i , 0 30 i i s ,r i s - _ i _ _ 2 "�. i _ _ _ s i s _ ,+ 1 - ��f -M%r'• Jr7" 052-6 1 :':: �► :r ... F G• _ _ 2 _ 5 8 _ 5 i - i 0 =1 : A i .t :r i _ _ _ _ C• G• ..: Y: 6 i T - A ...............::: ........... 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No. 400 &401 SEE LANDSCAPE IMPROVEMENT PLANS FOR DETAILS &ALP" AND 04FErr 0' �' �' i0' gO' RfV18*7M? OW AVE M1177�1 rirxE 24 PM&ED AXEM18icpryamY SCALE: 1 " = 20' � �tS APP1P��7�'` AA/E DATE LD04-195GR Di owing DATE BY REVISIONS DATE ACC'D BENCHMARK R FEu1c �"DOES� RECOMMENDED BY: 7E: -� /� T PUBLIC WORKS No. U CE ALERT SCALE M CITYOF TEMECULA DEPARTMENT OF o Hall & Foreman, Inc. P,. M 676-6726 SEE SHEET NO. 1 �' �► Fa nor no-am HORIZONTAL aw Ergkww kV-Sux�'�•� ^9-� www.nc COM 3 a>~ C&L � y - AWED BY. TE. PRECISE GRADING PLAN 6 �' z RONALD J. PARKS AS SHOWN W W. aao-•od � P R E PA R D BY. DEPUTY DIRECTOR OF PUBLIC WORKS „Q„cy, , DA•rE: •; ;::. LINEAR PARK LOTS 18-22 TR. 29305-1 ``�c!�' FRED W. DOERGES SH T. 6 OF 8 CA R.C.E. Na 16526 EXE. DATE 7 WORKING A BEF DIG J.N. 33004 \DWiG. PGPSHT6 03-16-45 A i _ Lj 1058.33 1058.45 T.C. T.C. _ y y y y O y y y ` .�r� -- C--.ai-...mac„=•. (0y y y 1057.9 1058.00 .:......... T.C. C. A y yJ5 1 �•/ - _ 1057.67 __. -...�_ ___._ T.C. 1058.80 � � y � � y y y �, F. T.C. y y y y y y y y a y 1062.95 - ` y y -- =- - -- - - JI y y1 05y 0.J1 8 al y y T.C.1058.41 LOT 1 31055.68 T.C. T.C. y T.C. 1063.66 9305 T.C.1055.99Nam T.C. - SCH LS1os .s58.5 `I i ._ ._._ ... s . - al T.C. ----. 1 ............. >r - - y - - y - - y - - rd• y Z - - _ y y ll a1 y LOT T jos4.1oss.sa y y - y y y T.C. - - y 0 - 5 - y - �f T.C. - JI ^a - y - - al - y JI y r - P - A ._ - R . K y _ - - - ITE r - - r c� r r _ T.C.o 1064.8564.85 . y y S E s Ac P �Q r 1T.-C57r. 91059.19 h 1 5R 9.1 9/ E T. N 6 _ __ - y a ty T.C. ,- - - y y y P R olncEC I S E mi GT.c. 1065.64 1064.48 T.C. LOT �2 1057.99 0C. 62. T.C. P AN T.C. 00 4, 1061.59 -- . -- 1062.78 T.C. F-- - 1059.19 db T.C. 1065.15 T.C. 1063.92 1063.98 T.C. W - .. T.C. W 56. _ -- - 1060.39 � 42 T.C. _ F.G. --�-T.C. w 1065.27 �- cy T.C. 1 1 os 1.59 `~ 43 W w 58.0 - ` T.C. ~ 1 F.G. �o w `_ -- 10 2.7 _.._ bi .. - T. Cn - - _ 1063.92 58.59 -- - � --- JC.1 106 W a_ w F.G. / - n' __.. �.,,. � �"... 1 65.19 z I V 59.79 F.G. T - - 60.9 -60.9 - �-- _.... - F.G. _. � � � � � _,.,_ T R-E-L - Q 62.19 - -- - � F.G. LOT 12 F.G. TR 29345..1 64.52 COURTYARD LOT 1 S F.G. 5.79 SITE � 2 F.G.F.c. 930s�1 F.G. COMMERCIAL, SITE CONSTRUCTION © CONSTRUCT 4" CONCRETE SIDEWALK PER CITY STD. No. 400 &401 SEE LANDSCAPE IMPROVEMENT PLANS FOR DETAILS &//Z D" AW METy o' 20' 40' 60i' a0r' AVA&V FOR COARMAW 011771 7772 f JV 06401D 4CW$S181117'y4W1Y SCALE: 1 so = 2Q' TE LD04-195GR BENCHMARK Es �3�oaE PW OL �; /�7�a DATE BY REVISIONS DATE ACC*D a� s/o CA. MW RECO �AENDED �• PUBLIC WORKS Drawing No. LMERGRMW SERVICE T �R CITY OF TDEPARTMENT OF �o '� all & Foreman, Inc. �. � s��� SEE SHEET NO. 1 t FAX M M*-(= p CALL: =I FREE M01lIZONTI1L E� •su�q• q• �� rrww.►�nc.caM a� ,� ACCEPTED BY: �� � PRECISE GRADING PLAN W �• 0--30-400 PREPARED BY: RONALD J. PARKS 7 AS SHOWN � 3�! � � DEPUTY DIRECTOR OF PUBLIC WORKS ,�„� -•��.;. LINEAR PARK LOTS 18.�.22 TR. 29305-1 '� ``�d FRED W. DOER= DATE. CA R.C.E. Mo. 16526 EXP. DATE 1 9/30/05 SH T. 7 OF 8 TWO WORKING DAYS BUM YOU DIG J.N. 33004 \DYMG. PGPSHT7 03-16-05 B" ATRIUM GRATE — COLOR: 6" ATRIUM GRATE — COLOR: GREEN. PART # 80 GREEN. PART # 80 AVAILABLE FROM: AVAILABLE FROM: NDS — TEL: 800 726-1998 NDS — TEL: 800 726-1998 T.G. EL. PER PLAN T.G. EL. PER PLAN 6. �pEw 6" X 4" REDUCER 6" X 4" REDUCER FLF TME I GUI TER INSTALL REMOVAKE ..� PLUG 4~ PVC I 4" PVC DRAIN LINE, AS NEEDED 4" PVC DRAIN LINE, AS NEEDED FLOWUNE INV.ELEV. PER PLAN - NDS PLASTIC 'T' OR NDS PLASTIC 'LONG END' ELBOW OR 9 MIN. APPROVED EQUAL g" MIN. APPROVED EQUAL V• 4"X4~x4~ PIER LAN 3~x4" TEE 4 PVC DRAIN LINE 4" PVC DRAIN LINE LITERAL, C UM p ��� CONNECT TO MAIN DRAIN GUTTER 3~ MIN. PVC LINE W/WYE ADAPTER (SCHEDULE 40) VAII NO SCALE INV. EL. PER PLAN MIN LINE INV. EL. PER PLAN U�� ATRIUM DRAIN DETAIL MTI MYETHMSK CO N .T.S* VER PLASTIC NT MATERIAL ~ QUICK JOIN OR EQUIVALENT LOT 14 e. o PARK SITE _ CM w SEE s AC. ~ 2~ MIN. RECISE .._ P PARK GRADING SECTION B BPLAN .r.� ERIYATE MAIN THROUGH CURB DETAIL L______ L __.......____._ .-_...._....._ NO SCALE _. -� '.• it 0 O - w 1070.86 r T.C. 1069.61 4 g, 1068.79 62 T.c. 1070. � _.__... 1068.13 T.C. T.C. 1067.59 N T.C. 065.79 066.99 T.C. iv 47 �- ...�. T.C. T.C. 4� W0LF CREEK DRI�� 1070.62 45 -+ T.c. 1070. F—�— ---- --- —� ` _ 1069. _ — -- --- -- -- �- -- 00 T.C. N 106 T.C. r N 1067 � � T.c. • 1065.791oss.99 _ _ _ � - -- -- T.C. .C. NIFw A P N . j -�-- 1071.8 -- 1065.79 T.C. T.C. 1045.39 1 T.C. 70.21 69.39 F.G. 68.73 F.G. 66.39 67.59 68.19 F.G. LOT F.G. F.G. 1.� TR 29345 COMMERCIAL MERCIAL S I I BROOKS PRODUCTS 3 MB CONCRETE METER BOX W/N0. 3 MB-BODY, NO. 3--TG CAST IRON GRATE do NO. 3 MB-BASE OR 1 Y2" PLAY SURFACE T.G. ELEV. PER PLA"--,*,. LA EQUIVALENT. S. ELEV. PER PLAN y EPDXY AT CONNECT! NOTE: FILL WITH GROUT THE 3"X3 1/2" PIPE HOLES T.G. ELEV. PER PLA �t f y IN THE BODY AND BASE 3" CONCRETE BASE 3 NV. ELEV. PER PUN "PVC, SDR 35, DRAIN 3" 90' PVC FITTING W/3" ROUND 3 PVC, SDR 35 DRAIN CONNECT TO AREA DRAIN SEE NOTE BRASS GRATE W/PVC COLLAR CONNECT TO AREA DRAIN SYSTEM SYSTEM OR THROUGH PDXY BASE TO BODY NDS# 915 B OR THROUGH STREET CURB STREET CURB INV. ELEV. PER PLA CONCRETE AREA DRAIN DETAIL PLAY URFACE AREA DRAIN DETAIL BY/1-o/0 4W 8AFM III A o' so' 40 60' eo' N.T.S. N.T.S. Awi � ca►M�r/A� E�1l�D A#7W TITLE 24 MASUP ACCE961811/T y avL y SCALE: 1 " = 20' . API�{2r�Br` y�i Nr LD04-195GR UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK ESSSCAMio ''''�""'°°E pw°R RECOMMENDED BY: ali4t/o Drawin Na SEE SHEET N0. 1 �o a Hall & Foreman, Inc. " ; �� DEPARTMENT OF PUBLIC WORKS CALL 7L FRffHMZ'CW& ,` Ew!wdnee,i�v-&r4@ft-PWN*q-UvKb aAr&#Ac%n� F"x.M HAW=e CITY OF TEMECULA h . M0. 1MM z ACCEPTED BY: � T'E. 418Los- AS _ _ _�� SHOWN W OW. 6-30-00 P R PARED Y: RONALD J. PARKS ° � PRECISE GRADING PLAN 8 DEPUTY DIRECTOR OF PUBLIC WORKS "QRX"` '' � � FRED W. DOMM DATE: ;,�;.:. LINEAR PARK LOTS 18-22 TR. 29305--1 TWO WORK DAYS BEFORE )a MG CA R.C.E. Ne. 16526 EXP. DATE --08 1970 SH T. 8 OF 8 J.N. 33004 \PWG. PGPSHTB 03-16--05