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HomeMy WebLinkAboutTract Map 30264-1 Lot 75-78 Precise Grading CITY OF TEMECULA GRADING NOTES 1. ALL GRADINGAND RELATEDCTIVITIES SHALL CONFORM TO THE GRADING, EROSION _ PRECISE GRADING PLAN SEDIMENT L ORDINANCE NO. , AND, IF APPLICABLE, T THE STATE T RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. TR I . PA I . 2. BUILDING PAD AND DRAINAGE SWALE SLOPESALL BE A MINIMUMF 1%. DRAINAGE MUDSILL SWALES SHALL BE A MINIMUMF .2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AY FROM 'THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AY F ALL MODELS FOR AREA 2C UPPER PAD a .._�... � _ 14 I �N. EXTERIOR ALLS AT NOT LESS THAN Y4a„ PER FOOT FOR A MI I NIMUMOF 3 FEET. FINISHED -MUDSILL RAINBOW CANYON . MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1. ELOWER-� 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR LOMA LI A r 40 21ro . � � I . � � . ST FLOWS, PROVIDE GRADED BERMS, AL THE T F ,ALL GRADED SLOPES OVER IN VERTICAL HEIGHT OR THAT ARE ADJACENT T GRADED AREAS TO DIRECT ROAD 3 07 LF . . I m SURFACE OFF AWAY F E T F SLOPES. e TR. 29305 0% I 4 . ALL GRADING SHALL DONE UNDER THE SUPERVISION F A REGISTEREDCIVIL ENGINEER, ~- L I SOIL ENGINEER ENGINEERING G . L GIST SHALL CERTIFY THAT ,ALL FILLS AVE ?P� E PROPERLY LACE AND WHO SHALL SUBMIT A FINAL COMPACTION PCT FOR ALL 70 NO SCALE FILLS OVER 1' DEEP. m 77 /L G. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TTHE CITY OF TE ECULA'S PUBLIC WORKS LF VALLEY ILL IDEPARTMENT A ITT CERTIFICATIONF COMPLETION OF ROUGHGRADING V1__C1_N_1TY MAP- INDEX MAPACCORDANCE IT THE APPROVED GRADING PLA I T ISSUANCE OF THE BUILDING SCALE'. " � � . .. � e � i I PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION F CUT / PROJECT SITE 2C 12" MIN. ABOVE PAD ELEV. FILL SLOPES. TR. 30264-1 73 A 7. FINAL COMPACTION REPORT ILL EREQUIREDFOR ALL FILLS GREATER THAN ONE FOOT. PAVING NOTES. 72 6*@MIN. ,1 VARIES -- .1 11_0 . . ALL GRADING SHALL BE DONEIN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING I C., MINIMUM I LOT GRADE SHALL1. TR. 29305 70 DATEDMAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE . MINIMUM GRADE FOR RIBBONI T. Y' I � �61 SUBMITTED T THE PUBLIC KDEPARTMENT IC SHALL INCLUDE FOUNDATION FOR EAR L V SIGN RECOMMENDATIONS CERTIFICATION THAT GRADING H S BEEN DONE IN THAN ' IEIGHT_ MIN. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. . AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE PRIORSURFACES TO PLACEMENT OF PAVING. . THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS I ASPHALTICI APPLIED VA CE REQUESTING FINISH LOT GRADE AND DRAINAGEINSPECTION. T IS INSPECTION FOLLOWINGFOURTEEN (14 DAYS) THE ASPHALT UST BE APPROVED I TO BUILDING PERMIT CLEARANCE FOR EACH LOT. SURFACINGLL BE APPLIED AT A RATE OF 0.05LL _._._ _ _ -__ YARD, UJ SQUARE ASPHALT EMULSION SHALL CONFORM TO SEC11ONS 37, ___m _._.. __. _ _ IGH POINT I ' , PUBLIC WORKSDEPARTMENT PHONE: 1 4- 11 39, AND 94 OF THE A _STATE TIG N-0.1 MODELTYPE FINISH FLOOR " 10. CUT AND FILL SLOPES SALL BE PROTECTEDIT A COMBINATION OF EROSION AND SUBDIVIDER5. THE T LL APPLY TO THE CITYL SEDIMENT CONTROLS TOP T CT THE SLOPE FROM EROSION AND INSTABILITY U I G DEPARTMENT OF IH POINT PAD TU LIPERMIT TEGRADING P S . I6N DEEPENED FOOTING MIN.WITHIN CITY RIGHT-OF-WAY. . L PER PLAN _.. 11. POST-GRADING ACTIVITIES SHALL INCLUDE, UT NOT BE LIMITED TO, INSTALLING, E . THREE INSPECTIONS I Y THE DEPARTMENT OF FINISH FLOOR ELEVATION APPLICABLE, G U COVER, TREES, SHRUBS O A COMBINATIONTHEREOF E F I LI , I T - TIO �$ ACCORDANCE IT CITY CODES IO TO THEAPPROVAL OF FINAL INSPECTION. E SLO S COMPLETIONBASE GRADE I T L „ I . FF 1 70.17 p PA ELEVATION AA �: . OVER ' I VERTICAL HEIGHT SH LL V PERMANENT IRRIGATION SYSTEMS IT C 7. THE ING OF THE 5 ' PA X70 G � 11 „� FILL DISPOSAL ° __ FLOWPREVENTION DEVICES PER THE U. .C. CONTRACTORL L SPONSI COSION ANDT L ALL I PAD ELEVATION MIN. IN. PAS} ELEVATION MIDI. 4•' I . 2 SAND PROPOSED WORK AREA, AND , PAD GLADE 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND TIL THE GROUND HASUTILITIES. I LL BE INFORMED 48 HOURS PRIORBEGINNING C __ G LENGTH DEEPENED- CLEARED OF WEEDS, DEBRIS, T 1L A OTE DELETERIOUS MATERIAL. IFOF CONSTRUCTION AT (909) 1 . FOOTING ( .F.) . STEEP SLOPING TERRAIN CC S UPON WHICHFILL IS TO BE PLACED, THE TERRAIN UST COMPACTIONI I LL ENHANCED ELEVATION _..E P ER -PROPERTY LINE BE CLEARED, KEYED, BENCHEDI T FI NATURAL IL F FULL SUPPORT. A PERCENT COMPACTION OF BASE PRIORLL SECOND INSPECTION ___ ___ ___ REGISTERED CIVIL ENGINEER, S IL ENGINEER OR ENGINEERING GE L GISTS ALL APPROVE AND A PLACEMENT OF ASPHALTI PLACEMENT F FILL.. RETAINING ALS.,-�-�-�---� .- *FOR SLA CONSTRUCTIONSEE ARCHITECTURAL PLANS WHEN . . TISEPARATEEPS IT F=1069. 1007 . r 13. TEMPORARY DRAINAGES ALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES SHALL BE COORDINATEDY THE CONTRACTORIL I _-- - AEI STALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT C J I I G PROJECTAND THE INSPECTOR, ALL GRADE INSPEC11ONS WILLIN oP/IA GARAGE FINISH FLOOR ELEVATION AND F G OPERATIONS.PROPERTIES F SILT DEPOSITIOND PONDING ATEDURING CONJUNCTION NTH OR PRECEDED BY COMPACTION TESTING. R/W IGT O S. 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGNLL BE SUBMITTED 60. LEGEND I T LI L I I Y I G 14. ST SHALL . ECONTROLLEDYMETHODS APPROVED Y E CITY ENGINEER. TO PLACEMENT MATERIAL. THE DESIGNLL ADHERE TO THE FINISH T NO. 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND HIGHWAY L T I VALUE YARDDRAINAGE T 1 ®1 L FIVETE T S (1. ) SHALL E S ITTE T T E PU LIC K A T T Y AI L L A T REGISTEREDCIVIL ENGINEER, SOIL EI E , ENGINEERING EEI SHALL BE CONDUCTED G GE LOGIS FOR CUT AND I T NO. 301 AND SHALL NO SCALE N.T.S. FL FLOW LI Y REGISTEREDBE PERFORMED BY A I L ENGINEER. THE NUMBER AND LOCATIONS INV. INVERT FILL SLOPES OVER IN VERTICAL HEIGHT. TESTSOF THESE LL BE SUBJECT TO APPROVAL BY THE DIRECTOR PUBLIC WORKS. FF FINISH16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SI-TALL SUBMIT CERTIFICATION RETAINING L FBUILDING A ELEVATIONS. WHERE SPECIFIC ELEVATIONS A REQUIRED, "THE 11. LT L T L I FINISH ELEV TI ( IT ES ECT T S LEVEL) S LL E GIVE . IFA ELEVATI WITH CURRENT203-6 OF THE SPECIFICATIONS I 1 e EXISTING T RESPECT T ADJACENT G SURFACE ISREQUIRED, THE ACTUAL DISTANCE ABOVE CONSTRUCTION. L LL L I L PROPOSED CONTOURS T ADJACENT G SHALL GIVEN. MINIMUM I I INCHES, I I I INCHES °L ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN9G.B. GRADE BREAK INOMEMEMEMMM DEEPENED TING 1 . EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE Y THE REQUIREMENTS BASE COURSE OF , A MINIMUMI INCHES. OUTLINEDI THE CITY OF TEMECULAG f , EROSION AND SEDIMENT CONTROL 1 L I T s LI (::fDORDINANCE . 04-04 THROUGHOUT THE TI F THE P ..PROJECT, INCLUDING I G . `D a 45-00' 4 .00' ADHERENCE TO T STAT DES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. 4 . ' � I � � s � � 1� L I ARCHITECrS PLANADDITIONAL INFORMATION TW TOP OF L (:E�D ENHANCED SIDE 1 . EXISTING DRAINAGE COURSES SHALL CONTINUE T FUNCTION DURING THE RAINY SEAS DRAINcn 4" PVC SDR-35 I 1 RIGHT ELEVATION O OBSTRUCTION OF FL PLAINS NATURAL TER COURSES S ALL E PERMITTED. DRAINENHANCED SIDE 1A 2A 3A 4A 4, AREA 1 TF T (EDL L . I 1 _ . ALL PROPERTY CORNERS SHALL. BE CLEARLY DELINEATED IN THE FIELD PRIOR T LO 00 6" AC DIKE PER STD DWG No. 214 42 LF SHEET DETAIL SHOWN COMMENCEMENT OFA Y CONSTRUCTION/GRADING. SIDEWALKG GARAGE I TIL HEREON 1 EA NOTICE TO CONTRACTORS 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR "TO ANY WORK WITHINA WHEELCONCRETE STOP 8 EA PUBLIC RIGHT-OF-WAY. DRAIN@) 30 PVC SDR-35 I 12 LIF CONTRACTORLE AND COMPLETE RESPONSIBILITY 1. APPROVAL THESE PLANS THE CITY' OR I 1 I PROJECT, INCLUDING ,S NOT RELIEVE THE ALLPROPERTY' I REQUIREMENT LL L LY APPLICANT A HIS ENGINEER F T RESPONSIBILITY F THE CORRECTION F BUILDINGI AND NOT BE LIMITED I LL ERRORS OR OMISSIONS DISC V U f G CONSTRUCTION. UPON REQUEST, THE SCALE 150' DEFEND, INDEMNIFY I Y APPROPRIATE L REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOOTING T. DE DEEPENS AND ALL LIABILITY, REAL OR ALLEGED, I FOR REVIEW AND APPROVAL. fWORK ON 'THIS PROJECT, EXCEPTING FOR LIABILITY I_ ING FROM THE SOLE NEGLIGENCEp ° P OF THE OWNER OR ENGINEER. 22. THE ISSUANCE OF THIS PERMIT Y T CITY F T ECULA S NOT IMPLY O PROVIDE . ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATINGTE PROVISIONS OF LENGTH OF STATE OR F.. E AL ENDANGERED SPECIES ACTS OR WATERQUALITY REGULATIONS. THE Bmp 0. EV@ DEEPENED FOOTING (DAF,) CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAININGTE APPROPRIATE � CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. VARIES,, * MIN, TO -G$ + EXTRA DEPTH FOOTING UNDERGROUND STRUCTURES II PER PLAN, MAX. EARTHWORK QUANTITY ESTIMATE NOTIFICATIONS OWN ER /D EVELOP ER PAD ELEV ALL UNDERGROUND UTILITIES EXAMINEDS REPORTED BY THE OWNER OR OTHERS CUT FILL AND THOSE SHOWN ON THE RECORDS INDICATED I T LL L I I STANDARDPACIFIC /VMINA200 a I L w L I I255 EAST RINCON . PROCEEDINGEXCAVATION 250 C.T. CORONA CA 92879 T TO ASSUME LIABILITY Underground r IAlert C.Y. TO HOLDI L FOR ANY DAMAGES RESULTING FROM THE EXISTENCEI F TEMECULA DEPARTMENT OF PUBLIC1 11 951-372-8500 OF UNDERGROUND UTILITIES OR STRUCTURESNOT REPORTED TO THE UNDERSIGNED; TSUBSIDENCE SOILS ENGINEER INDICA N PUBLIC RECORDS LCA AT VARIANCE ATUDEOUSECLET� 1� 720G IS TOLL FREE NOTETHE EXPOSED PORTION OF" THE DEEPENED FOOTING PACIFIC SILGIEEINICSHALL DE FOIMED, REPO 0 S N RECORDS EXAMINED. E CONTRACTOR I REQUIRE T TAKE BUILDING AND SAFETY DUE °wY MEASURES TO PROTECT LI 771 Y T1 IMPORT/EXPORTANY I T SITE. ., I 111 I I I 227-2600 TYP. EXTRA DEPTH FOOTING I I I I L L RESPONSIBILITY T LI 171 { f N.TS, TOTALS 250 C.Y. 250 C.Y. APPROVED sAz WOWI STARTINGTWO CONCERNED BEFORE . 100, , I 7* ' '" .. IN, CONSTRUCTIONI , tt r I SCALE gPUBLIC RIVERSIDErve in .Planning-Landscape Architecture ° CONTRACTORC1 TY OF TEMECULA Thr 9 fgrid Circle T I , Co. 92590AS DISC SET 1, AST F CONCRETE POT E IT L Pnn. 961 294-9300 Fox. 9 i 294-9401 . 21914 CCEPD Y. - 10 STAMPED RESET, ILEAS.E. ALN PALA A . EXP. - FROM ST OFFICE AT C LA 2N.E. OF SHOWNAS RONALD J. PARKS b ., INSPECTOR PA OA ' TEL. POLE , C.W.T. ' . �..n.. EPI DIRECTOR f LIC RKY m 1996 w m E . VERTSL S.W. FCONCRETE STANDPIPE. ELEV. . 7 1 Yo TERICH DATE-' Q, "pMODELS FOR AREA 2C ATE COMPLETE R.C.E. 21914 XP. R.C.E. No. 1 744 EXPIRES qZjQZ0:1 SHT. 1 OF INSTALL T YJOINT ' SIDEWALK 49 1M I N. wMATERIAL "QUICK I EQUIVALENT COVER FL OF PIPE 1, 2INSTALL REMOVABLE PLUG ABOVE GUTTER FL INS B INV. ELEV. PER �E P VC PLA INV.7R \ PER L ' Pit TEE GUTTERCURB AND—/ 3" MIN. PVC REDUCER SECTION B- 13. ELEVATION PRIVATE DRAIN THROUGH CURB DETAIL NO SCALE NO SCALE WOLF VALLEY ROAD CD ......... _......................w....w.. .".............. _..m.._,_ ........ ------- Cn 1077.94 1 ° w...,....pw......._ , 1077.65 1078-70 1077.34 TO 'TC __T TC 3B.4 -rj "0 1 P -7-1 CG FGLIG FC 1083.64 A III z 2;1 1084.00 .Pa � I� �° H.P. 1 3P 7 . 7 8 � ° / 9 L__r" 77 1.26 0 3.77 - H.P. _ §2.84' F.S. 60.23 75000 1083.25 F. 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P 1 Af � . ...._ ...,, ._ ATER....__.._w.. T 0 1 P �� AT TC w,... ...................... .M.w ., ._ _ �� TC TO a INDEX MAP. SCALE: 1 20' f P „fiat i..3,,.t:,. e.. LD05- 246GR BUILDING T { �J NP REVIEWED FOR COMPLIANCE NTH TITLE 24 DISABLED CCE IBLITY I APP h M.. IN MA .,��€.,. C�_ Now am' A UNDERGROUNDSCALE 1 all Ora Inc. W WZ/Z^_�24 I J. Engineering P Surveying P Planning a Landscape Architecture DEPARTMENTCITY OF TEMECULA OF PUBLIC WORKS Y " ,. W @ F @ PRECISE GRADING PLAN AS SHOWN EXP. 6-30-07 RONALD DEPUTY DIRECTOR OF PUBLIC WORKS E << PARKSW ` -800-227-2600 SEE TITLE SHEET P R E. ED Y's W @ VRIIC& IVI W ICH @TRACT NO. 30264-1 , LOTS 75.,78 MODELS pp No. 19744 EXPIRES MODEL COMPLEX C 9/30/07 ReCoEo No. 1 1 W W