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HomeMy WebLinkAboutLot 10-19 & 50-58 Precise Grading GRADING NOTES I. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, AS AMENDED BY ORDINANCE 457. TRACT N 11 24135 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 17.. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 211. L 11 T 100 ! V; 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISI❑N OF A COMPETENT RECREATI [IN SITE P VIA W SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. �` M 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA to 7 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH PRECISE GRADING PLAN GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ¢ ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATI❑N AND LOCATION OF CUT / FILL SLOPES. 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG P®mm TOP OF CUT SLOPES. RD. B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF wy. 79 THE PRELIMINARY SOILS INVESTIGATION BY, CONVERSE CONSULTANTS DATED JANUARY 17, 1989 TOSS® TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCEPROJECT WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 8 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 22 g REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 90 21 10 VICINITY MAP TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 39 38 91 EACH LOT. 42141 20 11 92 19 12 PROJECT SITE NOT TO SCALE 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 6 37 93 13 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE 8 9 30 31 32 33 34 5 18 14 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 26 7 94 17 EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 9 THE APPROVAL OF FINAL INSPECTION. CONVN-� 96 16 RM 15 77 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 16 15 14 97 67 68 69 70 LEGEND 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERI❑R WALLS AT NOT 25 4 3 22 21 20 19 18 7 100 6566 71 2 t' F.L. = FLOW LINE LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. 40 6364 73 F.G. = FINISHED GRADE 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 8 9 39 62 yy 74 75 F.S. = FINISHED SURFACE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 10 99 3 61 - 1180.0 = PAD ELEV. AT LOCATION SHOWN TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 38 60 20 1 TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 7 -r 11 3637 75 37 39 59 - - = TRACT BOUNDARY DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 6 0 12 35 767 7 36 40 58 57 1230 = FINISHED CONTOUR 15. EROSION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 5 '{ 34 5 41 42 56 55 -, -1230 - - EXISTING CONTOUR PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 4 13 74 78 43 54 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- 33 3 79 101 34 33 I'LL 45 53 TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 3 SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- 2 32 41 72 80 32 46 31 t,�. 47 TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE c4@ 71 81 30 PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 1 �C 42 82 83 29 28 30 29 U.P.C. CHAPTER 10.R. 31 43 70 4 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 44 69 85 86 SHEET INDEX TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 45 68 87 67 66 $ 88 28 65 1 . TITLE SHEET 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 98 46 4 27 63 2 PRECISE GRADING PLAN THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 4748 6261 ?1 HORIZONTAL CONTROL PLAN RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 26 49 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 50 51 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 25 24 23 52 53 54 18. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 22 21 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 20 MATERIAL. 19. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 400 200 0 400 800 1200 IT MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL SOIL 1"V ERT ar PIPE C ON S TR U Ci T�0 tV N 0 TE S FOR FULL SUPPORT, PREPARATION SHALL BE APPROVED BY A REGISTERED _ _ _ _ ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. Cru TIER- Flow L irvE GRAPHIC SCALE IN FEET R�/ NIL ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT 20. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF (y SI f7E wAl.1� 4� PERMANENT DRA I NAGE STRUCTURES. TEMPORARY DRA I NAGE CONTROL (N'STALL 11" RoUN D 1 RAW FILL app C.Y. SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO c." RhTE 2 CON5T. 3" PVC (SCHEDULE 40) 09ZAR-J LINE 2 L.F. ADJACENT PROPERTIES. 3 005TALL IV PVC ROUND GRATE AREA r2FZA(N4 1 EA . 21 . ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE r INDEX MAP TO FUNCTION, ESPEC I ALLY DURING STORM COND I T I ONS. PROTECTIVE 4 Cu t3 GORE FOV- AREA i�FZAl N fz+FQ U I FEES GIT-( PERM I I MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO v, PVG ( 44) SCALE : 1" = 400' PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. (IJV. EA,IEV. = GAJTTL=P- 22. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE FLo IhlE + 0-14 TENTHS (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE GUR-a G -T-TEP- DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 23. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL G U R O U T L E T BE PERMITTED. 2 3 Q G OW tom!E T 10 t-J C7ETA1l..Underground Service Alert 0 BENCH MARK COUNTY OF RIVERSIDE B.M. NO. T-29-81 BASIS OF BEARINGS Robert Bein, Wiliam Frost & Associates 2 1/2- BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF THE BEARINGS SHOWN HEREON ARE BASED ON THE CALL TOLL FREE PROFESSIONAL ENGIN, RANNM t SLRVEYORS FRONT STREET AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO CENTERLINE OF THE RANCHO VISTA ROAD PER PARCEL MAP NO. 1 -800-422-4133 D55 Y1112 MO. �• 4M a MEUA a. X21 CALIFORNIA ROAD TO THE I SECTION OF RANCHO CALIFORNIA ROAD (909) 676-8042 , FAX (909) 676-7240 AND MARGARITA ROAD, IN THE N.W CORNER OF THE INTERSECTION 1 .0' E. OF 22514 AS SHOWN ON MAP RECORDED I N BOOK 145, PAGES 80 THROUGH 85 OF MAPS IN THE OFFICE OF THE RECORDER OF A 7.0' CHAINLINK FENCE. 21 .0 x 16.0' AROUND SO. CALIF. GAS VALVES, THE COUNTY OF RIVERSIDE, CALIFORNIA, BEING N 69° 08'00"E. 40.0' N. OF P.P. (NO.#) 94.0' OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST T 1 .0' W. OF MONUMENT. LD9 5 - 075CR TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE: 9-13-82 ELEV. 1128.410 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D SCALE Q%%f E S S I p4, DESIGNED BY DRAWN BY CHECKED BY OR �wa CITY O F TEMECULA Drawing No. w RECOMMENDED DATE: S-Z-�� DEPARTMENT OF PUBLIC WORKS JOHN Le SAGE ADEL S. CASAO JOHN LeSAGE HORIZONTAL A. l� � Contractor H ��� /t= n nPre red Under The Supervision Of W 43090 r" ACCEPTED BY: : DATE Inspector AS SHOWN d Up. 3/31-es �? � Date: PRINCIPAL ENGI FOR CITY ENGINEER -RAC7 7-4135 - 1 LOT l00 VERTICAL f' �/y l�, ��� M I HAEL TYLMAN DON SPAGNOL RECREATION SITE , PRECISE GRADING PLAN Date Completed tf OF CAL�E�� R.C.E. No. 3090 Expires 3-31-96 R.C.E_ No. 42993 Expires 3-31-96 N/A TITLE SHEET SHEET 1 of 3 PLOT: 07-11-95 JN: 400809 DWG: 24135\RECSITE\TITLESHT 1 TRACT 24135 20' STORM DRAIN LOT 16 EASEMENT PE 1197.6 \ ,lr t \ LOT 15 \ 2 \ PE 1197.3 15g \ NP • k4z r,9SJ S / TRACT 24135-3 k , 690 J 2 rf / LOT 97 y10' I PE 1201 .4 , h � • I v . 5 app ,��'' _ — — — ,+ — — — — — — — Ohl/ • OPEN SPACE TRACT BOUNDARY pp1 S� 01 �•�`L1 1 �h � MIN. (85.0) F.G. i ��pl E,86 p \ C PROPOSED HARDSCAPE AND •, �"' FENCING PER LANDSCAPE ARCHITECTS PLAN---,,., — �L ^ O e 1 . Q . _ _ - - - - - - - CONSTRUCTION NOTES '9 09 Oro �' g'I O CONSTRUCT 3 PVC (SCHEDULE 40) DRAIN LINE ti� 3O INSTALL 12" PVC ROUND GRATE AREA DRAIN 0 � i PEI / 1� TRACT BOUNDARY '7,(� ���� 8 s�• , ,RRA�"r 187.S 'r O4 CURB CORE FOR AREA DRAIN (REQUIRES CITY PERMIT) 0 \ 0 Sly SIS i 30' WIDE SEWER F A ARQyITEEE 4..4 Cc- EASEMENT C, lP�,AN Pz- 1186 5' TRACT 24135-1 , S TRACT 24135-2 \\g� ,Co s LOT 63 LOT 40 z � PE 1185.0 G• � � FF= j 4F' "SEPARATE ENCROACHMENT PERMIT eco REQUIRED FOR WORK WITHIN 1� 20 Qs0 3 O 1� ti� RIGHT-OF -WAY" 't G 4 10 10 LF 3" PVC G- ., $�, • 0 2 x 2 s .• FG, R/W +� 16 ' 11 LF 3" PVC 2 `V N�?' O 2 Z 1183.27 W C. L' Riw o V 11q jA 26+;2.0 1182. 9 INV.4 3 PVC "SEPARATE ENCROA04AENT PERMIT Ex REQUIRED FOR WORK WITHIN O� RIGHT-OF -WAY 20 10 0 20 40 60 GRAPHIC SCALE IN FEET Underground Service Alert NOTE "A" SIDEWALK SHALL BE MINIMUM 4" THICK AND c BE 520-C-2500 CONCRETE. THE CONCRETE Robert Bein, William Frost & Associates WILL BE COLORED "SOMBRERO BUFF' WITH CALL TOLL FREE PRO 100L EKiWIM, RA KM t SUi'YEM A LIGHT SANDBLASTED FINISH. 1 -800-422-4133 nm"Q RX, SUIT 4w 'MEW a. Sal-41A (909) 676-8042 , FAX (909) 676-7240 TWO WORKING DAYS BEFORE YOU DIG LD95 — 075GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D SCALE QUOfISS104" DESIGNED BY DRAWN BY CHECKED BY CITY 0 F T E M E C U A DEPARTMENT OF PUBLIC WORKS Drawing No. ���p � ` A Tj�� �y JOHN LeSAGE ADEL S. CASAO JOHN LeSAGE RECOMMENDED BY-- DATE: �-z-�� Contractor HORIZONTAL h `�, is 10 Pr ared Under The Supervision Of AS SHOWN W a No-43090 : ^�+ fl� ACCEPTED BY: DATE: 3 TRACT NO . 24135-1 Inspector .03 ate: LOT 100 ac �s PRI IPAL ENGI R, CITY ENGINEER X31 M CHAEL TYLMAN DON SPAGNOLO VERT I CAL RECREATIONAL SITE Date Completed �f�lF OF CA\ �` R.C.E. No. 090 Expires 3-31-96 R.C.E. No. 42993 Expires 3-31-96 N/A PRECISE GRADING PLAN SHEET 2 of 3 PLOT: 08-01-95 JN: 400809 DWG: 24135\RECSITE\SHT2 "".Tz�...�T.>'+Pwv z 'id•-_t _ _-� ��i��_�..�a.a...�J.. ., CURVE DELTA RADIUS LENGTH TANGENT 142' 53' 52" 11 .00' 27 . 43' 32. 78' 97' 10' 51 " 20. 00' 33.92' 22. 68' �♦ l 300'00' 00" 2. 00' 10. 47' 28' 19' 03" 19. 50' 9.64' 4. 92' CQ 160' 31 ' 44' 4.50' 12.61 ' 26. 23' 60.00' 00" 2. 00' 2.09' 1 . 15' 111 . 10' 06" 3.00' 5.82' 4. 38' 90000' 00" 4.00' 6.28' 4.00' 108.07' 10' 23.00' 43. 40' 31 . 73' G 20' 5TORM ��' 59' 17' 55" 23. 50' 24 . 32' 13. 38' �\ �� DRAIN EASEMENT \\ or dolp NOTE BEARING DISTANCE NOTE BEARING DISTANCE M N 17' 30' 00"E 2-00' U-11 N 72' 30' 00'W 10. 50' 121 N 72. 30. 00-W 2.00' 57 N 17'30' 00"E 3. 50' N 72' 30' 00"W 2- 57' M1 IN 72.30. 00-W 9. 50' -' M IN 72' 30' 00"W 5. 57' 1 all N 72'30100'W 14. 27' IM N 72' 30' 00"W 5. 75' CM N 17'30' 00"E 1 . 50' / N 17030' 00"E 4.00' m N 17030' 00"E 8.00' N 72' 30' 00"W 7. 25' rM N 17'30' 00"E 1 .00' IM N 17. 30' 00"E 14.00' rM N 17'30' 00"E 8.65' N 72. 30' 00"W 3. 50' a9l N 17. 30' 00"E 10. 82' N 17.30' 00"E 4. 50' N 17. 30' 00"E 10.00' �- t N 72' 30' 00"W 1 . 50' t N 72030100"W 2. 50' � N 17* 30' 00"E 5.00' 92 IN 17. 30' 00-E 5. 98' ��'• ` ��'' �d' 1 N 72.30' 00"W 3.00' ff3j N 1 7. 30' 00"E 12-020 X01 \• IN 72.30' 00'W 4. 50' N 1 7. 30' 00"E 9. 50' N 17. 30' 00"E 9.00' FT M N 17030100"E 5. 50' N 72' 30' 00"W 7.00' N 72. 30' 00'W 1 . 881 -n I N 17.30' 00"E 2. 73' 1 N 72. 30' 00"W 5. 88' FM I N 72'30' 00"W 6-00' RM N 72' 30' 00'W 13. 75' 111-11 N 17. 30' 00"E 3.00' N 17030' 00"E 3.83' ffN N 17.30. 00-E 6.00' N 17'30' 00-E 9.67' 1-1 N 72030' 00"W 1 . 50' N 72' 30' 00"W 11 . 25' ♦� ,-�� \ N 17. 30' 00'E 1 . 83' 2 IN 17' 30' 00-E 6. 75' i� JW0-� ;h \ N 72030' 00"W 5.00' ISM N 72630' 00-W 4.08' i� -�- N 17'30' 00"E 10. 93' N 72. 30100"W 3. 94' ff3l N 72'30' 00"W 10.00' M N 17. 30' 00-E 2. 17' ff6l N 72' 30' 00"W 4.00' ffM N 72' 30' 00"W 10. 58' ffn N 17'30' 00"E 8. 50' 371 N 72'30' 00'W 7. 50' EXrSTING 30' N 72.30' 00"W 9.00' ffm N 72' 30' 00"W 19. 17' �- � �� SEWER EASEMENT N 17' 30' 00"E 0. 50'N t T'30' 00'E t EASEMENT \ .26' EXISTING 40" STORM DRAfN X i -�� 1s.so \ ,,Ir r2•3° 00 � 8 POOL • 8 00'W 16.25' � ANfool O pp�1tJP.GE � N 72 PI30' 0 .N 21 .15 • 1. \ GrlG AN N 12•so 00 $ 8 ` / / N 72"30 SPA W g .DtNG !11 a•TO$03`�� Z9� 0 7 t Underground Service Alert o Calk TOLL FREE %J - t 4. _ ; 1i _ 1 N B CALLS V1INIAN _ 422-4133 ROBERT BEIFI, WILUAM MOST 8 ASSOCIATES 27555 YNEZ ROAD, SUITE 400 TEMECULA, CA 92591 TWO WORKING DAYS BEFORE YOU DIG (909) 676-8042, FAX (909) 676-7240 LD95 - 075M C❑NSTRUCTI❑N RECORD DATE BY REVISIDNS DATE ACC'D BENCH MARK SEA �. Designed By Drawn By Checked B _ Drawing No. SCALE �p � y RECOMMENDED 'B DATE- 8"G"� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Com-actor k� Q�L A j�- Fy ,,rL A• CAGAc L Horizontal V`Z` �� PL4n ref�aced Under Supervision ❑f + �_ LU M Z 8 BE1N, WILLIAM FROST 8 ASSO IAT S ACCEPTED Vi 4- DATE, S j y tea' r = Io• - = 24135-1 91TRACT NO. SEE SHEET N0. 1 WE 43090 1 Date PRINCIPA I FOR CITY ENGINEER Vertical '� EXP.9 31 MICHA A. TYLMAN OON S�A N tr�r�� O LOT IOO */A �q C � R.C.E. No. 43090 E es 3-31-96 R.C.E. 42353 3-31-36 1989 RECREATIONAL SITE "- "' E" ZO L CONTROL PLAN sr1��t 30,13