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HomeMy WebLinkAboutLot 27-30, 39-61 Precise Grading GRADING NOTES Tract No . 94136 3 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. ROAD ■ 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise Gr adingan SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM •41S cn OF 2' FROM THE TDP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . a lif orni a � InCity of a ate of C VIA RAM 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL PADA FILL SLOPES OVER 5' HIGH. T- Cpm ~' 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SZ ROAD F- SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS - •� ` G��` `- 37 co OVER 1 DEEP. 70 Saol 43 38 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULALEGEND ra 7 Fo�--cj � SPARKMAN 39 v ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00 0 e 69 59 y 42 41 40 r GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TC p 4g 50 51 52 55 IO pYCO SLOPES. �, 9 2 � � Q � � P GRADE, ELEVATION AND LOCATION OF CUT / FILL SL FLOW LINE FL 47 RD- C� v 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG HIGH POINT HP 10 67 61 L7 43 72 TOP OF CUT SLOPES. 45 44 42 41 � � � 1WAY GAWANU S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG 11 62 39 1111, Hwy. 79 38 ONE FOOT. C!7 73 F I N I SHED SURFACE FS � «� 12 65 63 C AM INC) Rq Bq 37 74 TO SAN DIEGO EGO �o � o PROJECT SITE 9. ALL GRADING SHALL BE DOME IN CONFORMANCE WITH RECOMMENDATIONS OF �-C Q THE PRELIMINARY SOILS INVESTIGATION BY: Co NAAE-KraF CO"U LMANM'`t GARAGE FLOOR GF 0000.0 35 -XA NWA R Y j 21 'LeW 13 64 23 24 25 26 27 � TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 7 14 21 22 28 83 VICINITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 29 82 MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 1 19 76 30 NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. O 1 18 31 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WATER SERVICE -- � e T,Q 32 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 15 17 10 g 7 6 QCT 33 VIq REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE - /, t6 11 5 6� TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR �R 22 EACH LOT. DRIVEWAY 12 A 4 Y 23 24 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL ,� / 14 SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SLOPE - _ 7768�� 69 2 C7 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE 15 �P 70 121 20 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER '� � '-y p J 16 67 71 F- 9 HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. j 17 �� 66 A PAD ELEV. -0.2' MIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS UNIT TYPE/ELEVATION \?A/ [n 21 18 GP� 65 55 72 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS INVERT ELEVATION IE 20 19 a3 64 73 CA L LE MATERIAL. 57 K z z W IllG 62 58 74 �7 I 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN BACKWATER VALVES ,� 75 76 MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. I` 59 54 C 1 2 3 1X- I PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF J 26 60 C/) 4 I (� I FILL MATERIAL. ��� 25 'p 61 53 24 � 52 I 59 r�D�Tf B 5-' 5' B �'� S• C I 22 23 �� 51 I MIN �) MIN MIN MI I 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF Q `• 50 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL r 27 PSP` SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 28 G 49 � ~` `w' w I PAD t PAD ADJACENT PROPERTIES. I 29 48 D Z FF Z 2i FF z 34 METHODS AS APPROVED I 33 32 31 4� ,.` - R� I 15' be 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER I I �e .., I I THE DIRECTOR OF PUBLIC WORKS. I � �� 0 MIN. I-MIN- BY . I I GP h�a isi�' � 16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MUST CONT I NUE �,� �'1 S�DV ,� Ra T FUNCTION ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE I 43 Np 29 3 z I 0 , MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO I C 41 42 - / �ovN:2• / Ox*x PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. I 1 40 � � II 36 39 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE--TENTHS ( 1 .5) 37 38 R W SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT I AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. � I �.' -� � � � _.. ,.s.. . � � TYPICAL SIDE YARD DRAINAGE 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES R OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 5' MIN. 5' MIN. 6" MIN. PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 150 0 150 300 450 6" MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 3MIN. 1 ' 1 ' 3'-MIN. -mlw15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT MUDSILL MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER GRAPHIC SCALE ""' ' 10.R. LOTS INCLUDED ._+ i_.• 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 12" MIN. 12" MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. E 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 50 52 50 50' " 2% MIN. 2: 1 MAX. 6" TYP. 2X MIN. o TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 12 MIN. ABOVE PAD ELEV. 21% MAX. MIN. 21% MAX. O • N B- B 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ROUND OFF TOP SECTION N 0 THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- e 3 4 P/L - RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 1 B 5' co 4n e o (10REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED cn U-) TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. o 0 5' MIN. P/L o 3' MIN. 1 ' M MUDSILL MIN. 6 SECTION A- AF " MI". TYPICAL FOOTPRINT FOR REAR YARD SLOPES GREATER :d THAN 5 IN VERTICAL HEIGHT W SCALE: 1 " = 40' 12 MIN. 2: 1 MAX. UMERGROLMD SERVICE BENCH MAR SOURCE OF TOPOGRAPHY OWNER EVELOPE BASIS OF BEARING NOTE 2% MIN. " MIN. O rLANNINO ■ DEISION ■ CON■TIRUCTIC]N ALERT COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 RBF CONSULTING WOODS I DE HOMES THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX- N 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 27555 YNEZ ROAD, SUITE 400 23121 ANTONIO PARKWAY f FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. z "L TaL FREE ■ ■ ■ 1,Uz Msung 400 I N TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE TEMECULA, CA 92591 SUITE 120 23432 F I LED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL SECTION C- C a 1-800-422-4133 3'',a'''U�A �''79 g RANCHO SANTA MARGARITA CA. 92688 � CONSULTING sao.M. M • PAX 900.s�.7240 • www -W1 (GT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 � MAPS I N THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE VERS I DE P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE 3-24-99 FIELD SURVEY DATA (949) 858-4980 COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. LD O 2-0 41 GR Two WOWING DAYS AFORE YOU DIG I G W I TPESS POST 1 ' SOUTH of MONUMENT. RKA CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC BENCH MARK Q�p F E S S W DES I G ED BY DRAWN BY CHECKED BY Drawing No. o �O A A. '�I M. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE: -� 4z CITY OF TDEPARTMENT of PUBLIC WORKS HORIZONTAL ,�`� t��E ��� e� Plans Prepare Under The Supervision Of Contractor CLDa '� s ACCEPTED BY: DATE: '51-z AZPRECISE GRADING PLAN O Inspector c t or 1 _ 20 L�jc EXp� �33019/0� Da t e: p'L DEPUTY DIRECTOR OF PUBLIC WORKS P RONALD J. PARKS TRACT NO . 24136-3 Q VERTICAL sf ` ��� M I HAE A. T _ _ LOTS 27-30; 39-61 a Date Completed �lF Fob R.C.E. No. 430 Ex i r es 3-31-04 R.C.E. No. 19744 Exp i r es 9-30-05lr' :tea N/A OF ��`lP ,� SHEET � OF 4 i I 70.00' 60.00 60.00 �G 100- 0 9 1 � FG 1. _ • .0 N 1� I 7--92.9 1 ° I K - - 93.1 -0 �jz 93.6 1 o o z Tw�3.8 I C14 5FLS' 1 0 z I N = 1 1.1 1 �1 N 92.0 2.0 93.8 3.8 1 �1 90. 90. 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BOECK M. BOECK -41 o HORIZONTAL ,�`� �c� j��' �y� Plans Pr spar Under The Supervision Of Contractor y s ACCEPTED BY: DATE. PRECISE GRADING PLAN o 1~ = 20' w No.43090 '`' 31 04 pate: Lt D'z DEPUTY DIRECTOR of PUBLIC WORKS TRACT NO . 24136-3, PHASE 4 Q Inspector2 P '� MCH L A. T AN RONALD J. PA S VERTICAL sr c� ,� CALLE CABALLOS , LOTS 59-61 k 45--50 Q �l Y 43 0 3-31--04 R.C.E. No. 19744 Ex i r es 9--30-05 r-----ice&= Date Completed N A �' OF CkV R.C.E. No. Expires p .,,.� SHEET 2 OF 4 = f 04A 1� 4 0• 5p r 01.9 Q\'2 02 5 FG Qp,0 9 low ro 1� 97.8 � o•p o '\ p� X. 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Z �� 4ME 0 to : 2 0 ,�_�2 IM z w00 1 .� �� FG OD M 10 _� W3I Z -e 0 51.7 It 82.9 $ N U I= be � . -0 79.9 TVI FF 1080 A 1 E \ o a) o z -I 76.6 TF ?:I pE = 1079 9 ,t FG . .-- FF = 1077.2 1 L = 1076.5 I FF = 1078.9 `� L •1 o NP � Z o Z at F1.- N I PE pE = 1078.2 o I 79.9 7G.9 9• 1' 81.2 1$ 55 93 20 0 20 40 60 0 1 I .2 r l 1 Ft k 5 1 78.2 FG 9. G �., 79.5 81.5 9 \`0 1 76.5 FG FG o o 111 I FG I 77.7 !`' c 77.7 79.4 Z as N 1$ g2, _ 76 1 - GRAPHIC SCALE o 76.0 o z o 1 z o I 79.7 '• - - - dop cv i '� 1 I gOBO -78.0 3. 1 I I - 1 9 b5.9 WOW ca I � 76.3 � HP �. _ � W- l •�s •� 65.90' 7 79.81 105 - _--y' o r 00 .......... r - - - r UjQ - 070- UMERGROUND SERVICE z O ALERT PLANNINO ■ DKEION ■ CONINTRUCTION Q Q CALL TOLL FREE ■ ■ ■ Z?W WEZ Ramo,SUM,= i 1-804-422-4133 7EWCULA,CAUF< M WW-4 z CONSULTING 9W.GnAM • FAx WS.676.7240 www.RBF.=n ALD02-178GR TWO WORKING DAYS BEFORE YOU DIG LD 02-041 GR o Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKDESID BY DRAWN BY CHECKED BY SCALE Q�pF E S S jpDESIGNED'! RECOMMENDED BY: DATE: M,/34/402OFDEPARTMENT OF PUBLIC WORKSDrawing No.0/1/o RBF MOVED FOOTPRINT ON LOTS 40 k 44; ► � M. BOECK M. BOECK M. TYLMANCITY o Contractor CHANGED SWALES, FG, DWY SLOPES. HORIZONTAL �`�� ��� jrl�' �� Plans Pep r d Under The Supervision Of o ' y ACCEPTED BY: • /o >o �'-' o 1 = 20 ;D No.43os0 DATE. PRECISE GRADING PLAN Inspector o_ Ex . 3/31/04 � Date: � LQ d1� DEPUTY DIRECTOR OF PUBLIC WORKS - _ i P ICH EL A. LMAN RONALD J. PARKS TRACT NO . 24136-3 . PHASE 6 , Date Completed VERTICAL s�'l Civil ��� - CALLE CABALLOS , LOTS 27-30 & 39--44 0 N/A F OF C�`�\o R.C.E. No. 090 --Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-05 rAf ='1989- �' SHEET 4 OF 4