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Home My WebLink AboutTract Map 32437-1 Lot 1 Precise Grading I I 1 GRADING NOTES I 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIATract No . 32437 1 Z BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, 15 215 ,® AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. Precise Grading Plan DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FORLOT 1 - PARKING LOT AND SALES TRAILER ,�� Hk A MINIMUM OF 3 FEET. TEMP . - 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . Calif 15 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEARIn City of State of ornia STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED Y SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS PROJECT TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL AM WAY COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 00 s 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH T;;dI"T 12 36 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO25 j ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 0000.00 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TOP OF CURB TC 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 25 Tr FLOW LINE � 24 1 .FF24 ONE FOOT. � 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE HIGH POINT HP WA PARK VICINITY MAP64 PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 2/17/04. 23 NOT TO SCALE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE FINISHED GRADE FG PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN FINISHED SURFACE FS ''%%i22 CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 29 WATER SERVICE --� / 1 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE I NSPECT I ON. 21 PROPOSED TEM THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE SEWER SERVICE (� RESTROOM FAC LITY FOR EACH LOT. 14 PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . DRIVEWAY \ 2. 1 FL-0P 55.00' - 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION 31 v 1 .0% MIN. 4.20 AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY SLOPE 13 4.07 4.07 S DURING THE GRADING PHASE. 19 FS FS F T c<,Ai, ' 1 1 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO INSTALLING, LOT NUMBER _11__1 5 TEMP. SALES TRAILER 4.00 WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF 1 ) FS oo IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. ADA PATH OF TRAVEL ® ® FS-�R 16 SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMSz 3.67 WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. I5.0% Q ' FS 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 1 I o ¢ 4.96 5 p� 3.66 6 FS55 j BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF I oI FS-GB FS STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN 34 I 13 3.17 j MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. .0 11 FS 8 9 3.51 I A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL I o °�° 10 _ Fs o APPROVE PLACEMENT OF FILL. 15 I e ,;�mq�`, j 9 4 Y�4 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES I PARKING LOT 4 o ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING PE = 1104.1 AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING I 3.03/ °°�i 3.19 �F GRADING OPERATIONS. � I .� FS '`' 11 01 FSss 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. G�A,11' ( 1103)- - _' 2.71 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS \ 36 N Fs 7 2.89 ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED I ® 2.53 FS CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL FS SLOPES OVER 30 IN VERTICAL HEIGHT. 1 11 6 52 40 16 . A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION41 1 2.37 2.29 i .a2 OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 44 FS FS 55.00' S IFS (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO 42 ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT0 I GROUND SHALL BE GIVEN. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS a OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES o THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES o 0 '�s + o f ep, PERMIT FOR CONSTURCT I ON ACTIVITIES, IF APPLICABLE. B"SEWER 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 55 49 �F _ 0 _ 14 15 _® o NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. �c� - - 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO BRANDON LANE (.0 COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 4 0 I , . N 8»WATER I 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A o CD PUBLIC RIGHT-OF-WAY. K57 v� _......i 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT oLU AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS INDEX MAP DISCOVERED DURING BEPROMPTLYSUCONSTRUCTION. UOUPON REQUEST, APPROPRIATE RN REVISIONS SHALL 58 GNEW GEM BMITTEDTOTHECITYENGINEEERFOR REVIEWANNDAPPROVAL ` SCALE: 1 " - 100' o �- . ® . ® 0 1 22, THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE LOTS INCLUDED AND CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 59 4 \ CD STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 60 tn N CONSTRUCTIONTIESTIMATE ASSES®'3ORS PARCEL NO. ITEM QUANTITY UNIT PORTIONS OF 916-040-009; 910-110-013 O Uj m 6 CONSTRUCT 3" A.C. OVER NATIVE SOIL 3,764 SF O 0 7 PAINT 4" SOLID WHITE PARKING LANE 36 LF 0 LEGAL DESCRIPTIONor_ PAINT SOLID BLUE HANDICAP PARKING SYMBOL 1 EA LOTS 3 THRU 6 OF TTM 29639-2 AS SHOWN IN BOOK 345, BASIS OF BEARING 3 EA O INSTALL WHEEL STOPS Q PGS. 1-19 OF MAPS RECORDED IN RIVERSIDE COUNTY, CA. 10 Ld THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WEST PAINT 4" SOLID BLUE HANDICAP STRIPE @ 2' O.C. 162 SF J FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN ON A MAP OF TRACT NO. 29286, MB 298/86-89. 11 INSTALL 2"x4" REDWOOD HEADER 166 LF /U, 13 INSTALL RAMP WITH INTERMEDIATE SWITCH-BACK PLAT FORM PER ADA STANDARDS 1 EA C5 0- PLANNING ®EsiGna cQNsrRucT€aN SOURCE OF TOPOGRAPHY OWNER DEVELOPER 14 DRIVE APPROACH 1 EA BUILDING AND SAFETz INLAND AERIAL 15 PAINT SOLID WHITE "NO PARKING" 12" MIN LETTERING o LENNAR INLAND SOUTH 1 EA REVIEWED F COMPLIANCE IT TITLE 2 Q 7117 ARLINGTON AVE. , STE. A VISIBLY LOCATED TO TRAFFIC ENFORCEMENT (SEC 11298.3) DISABLED ACCE UI E T ONLY � 40810 COUNTY CENTER DRIVE 40980 COUNTY CENTER DRIVE, SUITE 110 RIVERSIDE, CA. 92503 16 MIN. ONE (1) 21 10 BC FIRE EXTINGUISHER TO BE INSIDE SALES OFFICE 1 EA > TEMECULA,CALIFORNIA 92591-4679 CONSULTINES 951.676.8042 ® FAX 951.676.7240 • www.RBF.com (951 ) 687-4252 TEMECULA, CA 92591-6022 j DATE OF PHOTOGRAPHY 08/20/04 (951 ) 719-3462 17 DOOR HARDWARE IS PER ATTACHED EXHIBIT 1 EA APPROVED BY: z NAME DATE CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCG AR DESIGNED Y DRAWN Y CHECKED Y � % SCALE ��pFESSfpRECOMMENDED BY: DATE: TEMECULA DEPARTMENT OF PUJ LIG WORKS DRAWING Q ! R. BORLAND R. BORLAND J.T. SHEET N0. 3 1/2" DI ALUMINUM DISK, EL IN ��® T�N,�� CONTRACTOR CONCRETE C STA "RIVERSIDE HORIZONTAL �� , PLANS PREPARED UNDER THE SUPERVISION OF i N COUNTY BENCH M T- -51 t997m � EASTERLY OF T CENTERLINE ®79 ATO. _ -_-.. _ ACCEPTED BY: .? DATE: �3 (7r_ �� or Tc� PRECISE GRADING PLAN o INSPECTOR T SOUTHEASTERLY c T ID 60132 VERTICAL ,� DATE: RONALD J. PARKS oTRACT OVER SANTA T S EIC, 4.5' Exp / / JOHN D D. TANNER I I I DEPUTY DIRECTOR OF PUBLIC WORKS g s�_ _ 32437-1 SALES TRAILER i DATE COMPLETED CONCRETENORTHERLYOF THE SIDEWALiC.SOUTHERLY SI OF ��l CI I� ® � f _ :- BRANDON LANE LOT I o ELEVATION = t097.t63' e Q� C��E R.C.E. NO. 60132 EXPIRES: 06/30/06 R.C.E. NO. 19744 EXPIRES: 9-30-07 T,o pg o OL OF SHEETS 1, i