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HomeMy WebLinkAboutLot 43-51 - Precise Grading GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. �1 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE 4C (DWN I MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM VIA RMI SWALES SHALL BEA PAW OF 2' FROM THE TOP OF CUT OR FILL SLOPES. • . MAXIMUM CUT OR FILL SLOPES = 2: 1 . iN� 3 se r recise Gradoinga 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. "--r* 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT ots 3 51 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 4 q�. � o PiaD �y PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLSCalC MCUorni a RD. OVER 1 DEEP. 7 1"If 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA H�nr. 7a ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO - -"_ _ �/� '* TO SAN DIM ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE. GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. \ ` TATaMj 2 �` Z'7. PROVIDE BROW DITCH, DESIGM�ED TO HANDLE 1OO YR. Q STORM FLOWS, ALONG `'�� � � ` TOP OF CUT SLOPES. } -: - 11 - PROJECT SITE GREATER THAN ;,� �. ,.. i_ \ I S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GRE _ ONE FOOT ;: - y - 12 9 1 1 9. ALL A DONE CONFORMANCE WITH RECOMMENDATIONS I ONS OF - s 4 3 GRADING SHALL BE I N �. 'll : :._ THE PRELIMINARY SOILS INVESTIGATION BY: EMA. DATED - 13 58 so 7 TWO SETS OF THE F I NAL COMPACT I ON REPORT SHALL BE SUBMITTED TO THE A ,, - - y =- 31 _ _ _ -- - VIC INITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 33 �� 30VW \ tuENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-- 6157 NOT TO SCALE ANCE WITH THE RECOMMENDAT I ONS OF THE PRELIMINARY SOILS REPORT. `. �` ,ts � 32 r - w \ to \ -__ �! -_-� �. _ 56 17 50 4U 1,M 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NIG 62 �' \ 41 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 119 ,� 33 38 , r - � 49 � 41 1 � � 19 `� � � i 37/ !�- REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC �.:, \ ` 55 44 - , 42 r TION MUST BE APPROVED PRIOR TO BUILDING PERMIT F I NAL INSPECTION FOR 120 63 \ �� 35 28 �=, -- i" �. 36 _ - � `� 34 21� -------- EACH __- - EACH LOT. ` t 43 42 .- .' :, ;'''. 8 73 ` 54 SO _ 24 _ 43 121 �.:; O� �� - F� - 27 \25 - 18 35 `� \� ,� / 45 j / i 72 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 44 � SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL ` 53 .\ -- �� / 122 � \ � S1 _ _�---- ----- � �_` _ � � -- _ � �, / / 461/ BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE ` \ --� - _v 47 / -4 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT \ �-- - --- - - - 19 "' f 34 �'�``----T--_ , r �,. HIGH POINT 123 ,', ,• ` = 1 I I J - iii ii! i```ce-_- i r i PAD ELEV. -0. MIN. CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. aS I I c 7t 70 ______ a3 66 A 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 124 moi- I 74 `� 33 `• t' I 67/ ` 72 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS �,,,, � - \ 2 L __ �7 7� T5 20 - _ 125 67 -- ' `� 21 `� `�� �� 51 I i i+u „ �, �� 68 MATERIAL. 3 ` 32 I r 50 1 t _ i _ �� I >rt ? �e Z \ i 22 r i l 52 . 126 -- 4 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN � 23 -- �_ _ _ 4 MUST BE CLEARED KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 113 i- A s _ 24 % a,xG1:11 5 r / NE PRIOR TO PLACEMENT OF .a 12 7 TR 7 8 r `„ N. 31 5 3 6 5 T-� , tic' �o n? PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER �`1� 1 , FILL MATERIAL. _._ 7 7 � 3 10 1 1 12 14 I 25 �/ °"¢" i 28 i 29 �\ i �. / �_„ 64 �� I 5, �DCfPT 5. 5' B (00 C 5' C I 123 - -�`L43� 13 / 15 r �_ , I 1 30 I �� 54 / ��;` ,� �, 1 U =� vF 27 1 1 1 �� I i 63 MIN MIN MIN ) MI 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 111 / ,; / ' K., I .. , ��q, , r 55 , , I o ' I0 ' �� .�_ : 62 I PAD PADPERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 1 �... ,�� � � 28 23 T[�ACT ______1 ' ` SHOULD BE PROV I DED TO PREVENT PONDING WATER AND DAMAGE TO /i! ` h �\ 27 r ~�;�__ -` - -` __ �� __ - Y" _ , ,� ' 16 � � _J �� �-f 1 I � ADJACENT PROPERTIES. 1 FF i Z FF z , 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED s ' A 16' 16' C' I T I o BY THE D I RECTOR OF PUBLIC WORKS. ; MIN. MIN. ; �° 16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MUST CONTINUE LEGEND `�/4 SCALE: 1 " = 150 _ 12" MIN. ABOVE PAD ELEV. ' +� - z K TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE TOP � �� 0000.00 � ,� "� I � o o� MEASURES AND TEMPORARY DRA I NAGE PROV I S I ONS MUST BE USED TO TC i LOTS INCLUDED t Boz 1 0 PROTECT ADJOINING PROPERTIES DURING GRADING OPERAT I ONS. L I ! -' ROUND OFF TOP FLOW 1 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) P/L R W SHALL BE SUBMITTED BY SOILS ENG I NEER TO THE ENG I NEER I NG DEPARTMENT FOR CUT HIGH POINT HP INDEX MAP 5' a AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. o FINISHED GRADE FG TYPICAL SIDE YARD DRAINAGE m 18. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT CERTIFICATION OF BUILDING DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE ¢ PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- FINISHED SURFACE FS - TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GRADE BREAK _____ SECTION A- A Ln m 45' 55 50 50' 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE GARAGE FLOOR GF 0000.0 �, �, r_, , FOR REAR YARD SLOPES GREATER PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES THAN 5' IN VERTICAL HEIGHT R w OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PAD ELEVATION PE 0000.0 PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 5' MIN. 5` MIN. 6" MIN. x SHALL BE PLANTED AT 10 ON CENTERS; TREES 20 ON CENTER; COMBINATIONS, 6" MIN. ' FINISHED FLOOR FF 0000.0 Plan 1 _ Plan 1 Plan 2 Plan 2 3' MIN. 1 ' 1 ' 3' MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT - - MUD _\ MIN. MIN. MUDSILL I RR I GAT I ON SYSTEMS WITH BACKFLOW PREVENTION DEV I CES PER U.P.C. , CHAPTER 3-Cor 3-C a r 10.R. WATER SERV I CE --Q LcoNCRETE STOOP (TYP.} 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SEWER SERVICE -�--� - LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. - - .. DR I VEWAY -- -- - ` NATURAL WATER COURSES SHALL BE PERMITTED. j J � 12" MIN. 12 MIN. :1 21 . NO OBSTRUCTION OF FLOOD PLAINS OR � r -----� �-- 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR -- 2� MIN. 2: 1 MAX. fi" TYP. 2� MIN, E TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. --- --- 21X MAX. MIN. 21X MAX. 49' 49' S0' S0' ;-_--_; 50' ;--___; 50' 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REL I EVE LOT NUMBER 2 N r, � �, � � , � � � SECTION B--- B r THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 0 TYPE/ELEVATION \LAJ 0 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPONPion 3 Plan 3 w Plan 4 w Plan 4 Plan 5 Plan 5 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 3-Car -TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. INVERT ELEVATION I E o r 1h N 3-Car � 00 (0 3-Cor BACKWATER VALVES BMr -a'-; -, ' --; to i_ r,� ,� 5r rl: ' MIN. P/L c0 3' MIN. ENHANCED BLDG. ELEVAT I ONS --- J 0 RIGHT SIDE ESR r- -----J MUDSILL LL MIN. 6 MIN. EFT SIDE ESL � � '� � -----, � �� REAR EBTYPICAL FOOTPRINT ` � w U) N.T.S. � � » _ 12 MIN. 2: 1 MAX. UME RG ROUND SERVICE N MAR C W BASIS OFBEARING OTE Ld PLANNING ■ vEaIoH ■ coH■TwucTIoH 2'� MIN. 6" MIN. � ALERT COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 w 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 ANALYTICAL PHOTOGRAWETRIC SLRVEYS, INC. KB HOME THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX. a FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 647 MAIN STREET SUITE lA 12235 EL CAMINO REAL z CALL TOLL FREE zr.�Yw�z Aow,stxt�400 RIVERSIDE, CA 92501 SUITE 100 CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. SECTION C o ■ ■ ■ �cA���� I N TEMECULA 53.3 SOUTH OF CENTERLINE HWY. 79, 3.2 EAST OF GT POLE 909 686-5103 SAN DIEGO CA. 92130-2647 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL � � 1-800-422-4133 P.P. ( ) (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN 75580 AND � MAPS I N THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE L DZ-Z.3�CSR � CONSULTING 90®.6765042 ■ FAX 909.576.7240 • www Com P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000 COUNTY, CALIFORNIA, BEING NORTH 16-56'06" WEST. TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. ATTN: BOB FALLON L 02-150GR z CONSTRUCT ION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK DES I( QED BY DRAWN BY CHECKED BY Drawing No. o CITY OF TEMECULA�� Q�p f E S S/p�, RECOMMENDED BY: DATE: G1� DEPARTMENT OF PUBLIC WORKS Q oz R8F I WEVrsc&X0. PAD TN1Gk4Lr*3 / ��o o I ANN�� A. J I MENEZ A. J I MENEZ J. TANNER 0 ROM O.S' Q 7• p� `rEY- Z HORIZONTAL ,�`� ,�� r y� Plans Prepared Under The Supervision Of L ¢ Contractor o �_.. T .- ACCEPTED BY: DATE: S a� o T CROWNE HIL 0 1 = 20 � No.60132 Inspector °` Exp. 06/30/04 � - Date: Z11/ 6 �--- DEPUTY DIRECTOR OF PUBLIC WORKS -- -_--_ TRACT 23143-7 JOHN D. TANNER, II RONALD J. PARKS ''-a G x=:a:a VERTICAL sr c, 1�. �! LOTS 43 - 51 d Date Completed �jF p `1F��� R.C. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 dJ,°f =i - N/A r C PRECISE GRADING PLANS PHASE I SHEET 1 OF 2 .!I � � 13OU \ 56 12943 53 55 1, ,°° 52 54 1300 1290 Xrb s5.a9 f 1295 1 -On 1285 1 2 81.90 1290 1280 " w * milli IoPl N 1295 N .� o 1 .4 ^ 2: 1 SLOPE "� - r N FL NAP 1 u M - ---- 0 1290 o ------------------- - Ln ch 04 0 i 1275 1 .0% MIN. �P 1.Ox MIN. a;_4' 1.0'1: MIN. _.• �, Lr) . � 1284.! � 1287.0 N / + • -•Fp 1.0% MIN. o N o N z N ,�-, / 1 1288.5 - 1�1 1265.0 1257.7 0 .n Z 1�.1 in ; 1 .4 5 1289.7 120A.7 C14 _ 12ee.0 FL = FL 10' z FG 47 r 1297.4 cy FL 6.7' 6.1 ... 4A J 1 .3 FG FG (0 5, FL n FL 8.8 7 1209.3 1 .3 z r x 1288.7 ' F6 48 M :o FF=1290.x{ QbloI 6 J 1 .0 1 .0 7.a:: FG z 1205.8 sc F6 Fs z z ~" FL 3D o PE=1289.y z 1 51 49 � r. o ESR - EB D- 4E o :o A- ? FF=12 90.0 6 0 1 _ � 1 z FF=1288.0 M1 U_ FF=1288.7 Q , s' EFF=1289.4 Q © PE=1289.3 1�.3 Co 12 .7 1 PE=1287.3 0 o,,� PE=1288. 6 =1288.7 CD FG FG o0 7.5' ESL - EB 0 o - 1 288.1 J J .5 , FQ ,,� o . o 00 1205 J 1 co � o N ---- ----- _._..._. -- C) 12M.0 1�•6 o 1 FL- `� 0.5 DF � 3. _ 5 o -��'5 0 1 12 .3 1256.2 I 4 M 14, fir 20 20 r 6 ` :�° o Q o o a GF=1289.3 �* 1288.6 r TRACT 2 N 30 30' 1 : Q o C140 12ed.3 r- FLAB 9 r . - - - --- I 1 7.1 3-OX o •6 FLS rno k . - I 1297.6 - r 60' 1 12877.3 W GF=1288.7 N `�' - 13 FG GF=1287.3 6; -. - ,�.,., 1286.5 � � 1247.4 � � � N_ Ira,45' •'-T r' - 1205.8 1 .1 r. di w I FLAB FLAB FLAB N ,� o o N w s �' �� sfill J _ 06 r milli 55.35' w12 L 9 , a 4 S 65. r r 39.13' w S 26.20'x. � 1� I .� �� + - - - - + + - - - - - �� + + � G ST.LIGHT - r: (TYPF.H) 1 1 (TYP.) �_ 1 LIN IT 8 WATER 00 CN W! 'r N n rn fn J o u 1.149 �, if � 3 �.�. 1 N 22 22+7 5 1 .72 10.00 J JOILENE URPT 121er, RIM I t / p. C14 if IQ i �" N 3 / Ln f c0 "� N / ( 0 _ � 40f IUD 1A, IUD - ,r GCL o W S 60.6 _ w s 65.00' 33.89' w 5 , °� - co ago ;, a 26.20 T RACT 2 6 94 1 f I I g 1 / o pI f'� � � _ � � • ~ � ` ^O W r fa� •� 44.6(3, / / I f 295.8 N N LO N N / cD 1 ar f 1 .0 1 4 � r� GOOD -0 FL-0 �`� rj N . R g w S - ' off 11.1 1207.2 '` `" N 0 o v ' GF=1287.2 FG _ �• �v / o I N 12e7.2 .3 DF m 3� - -�B � 1288.6 � I - M ci fill I FG °N° 1205.7 FLS / h f f f SD INS FLS GF=1289.7 alp ovo0 2e9.S " ► rN h - C J,ip I I 285.1 aii N 43 _ 1 .6 "� J�J5 ' � 1 U I 7 \LEJ o0 0 s' Q�o- 1208.7 v o / - FG - w r. LZ z FF-1287.9 '� 6 45 1 '3W-4 x PE=1287.2 z 44 Z ►iP J ESR - EB 4A 0 z _ � 1259.7 E ii � ee _ � FF-1289.�/ �, �. � / �r I o FF=1288.8 a PE=1288.7 IM-1 0 46 f o FL _ �� � I � PE=1288.1 � 5E- 7 d;, 1 •6 1209 1 -_ 1288.7 1285.7 J I i as ,n F19 FG o, : 9' 7 o FF=1290.�( 12x7'. z 1 .3 11Li PE=1289.7 _ / Sri FO 1 � 1287.! ... FL •-' IM-2 ESL - EB o 6.8 - FL � !V T I Of � 1256.5 � z FL �' N � � - FL �n w eti , L1 * 1.0% MIN. iv 1.0% MIN. Fr9 $ / E pf�f a, r .o o 1207. 268.4 �n __ 1290. �' ^� N / a / �to cv 1 .0% MIN. FLAP * �P _ o r r 7 84.83' � .. / Ile 4' 1 .OR MIN. o / aaa N _ 65.420I ih'a r r � - - 2 1 SLOPE 1 °DTIJ 3r to -� fr jd 42 65.4 r o 100 )if b ' toe I '� 1 54.05' ^� / / r i ` 65 08, / I qt / 41 "1 � 2. / I / I _OpE / w Joe -� cn a - 5 1 W !UNDERGROUND SERVICE - in O IRLANNIN■ ■ DIMON ■ CONUTRUCTION ALERT U W fr i 20 0 20 40 60 0 CALL TOLL FREE ■ ■ ■ �YNEz ROAD,>�400 z 1-800-422-4133 '�cA 4�� Q LD q2- CONSULTING 90�.6'T6_� • FAX 909.676.7240 • www.FiBF.car�n �7�7 GRAPHIC SCALE i Two WORKING DAYS BEFORE YOU DIG a oz-15o R z DES I GIBED BY DRAWN BY CHECKED BY � CONSTRUCTION RECORD DATE BY REV I S I ON5 DATE ACC'D SARK �� Q�p F E S S j pN Drawing No. o �� A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: �l / o CITYOF TEMECULA DEPARTMENT OF PUBLIC WORKS RAF I REV13E ISI. • PAD THS CKb,JX53 a �c�0 0, T lily/ �, Contractor FRONT 0.3' 7�p o•7' - LOTS 4 3-S I HORIZONTAL q�� Plans Prepored Under The Supervision Of - m ACCEPTED BY: DATE. a T CROWNE HILL 2 o 1 20 w No.60132 Date: / �/ t- DEPUTY DIRECTOR RECTOR OF PUBLIC WORKS r� Inspector °G 'a ^^:u p Exp. 06/30/04 , RONALD J. PARKS = TRACT 23143-7 }=: :. VERTICAL Jj C,V I� ��• OHN D. TANN III -'�� _.., .� � _ Q �� _ o LOTS 43 51 Date Completed tF Q� C��l�o R.C.E. No. 60132 Expires 6 30-04 R.C.E. No. 19744 Expires 9-30-05 � •� N/A l� 1989 PREC I SE GRAD I NG PLANS PHASE I SHEET 2 OF 2 CL CL