Loading...
HomeMy WebLinkAboutLot 70-77 Precise Grading R 1 �A RoOD GRADING NOTES Tract No . 93143 �� 9 KOID 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. -A 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE CROWN H1 PROJECT SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM r�ueu► OF 2 FROM THE TOP OF CUT OR FILL SLOPES. ■ ■ SITE 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . Grrtx�° ,� '' �'� z Preciseding All, 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL Y FILL SLOPES OVER 5' HIGH. w 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT LEGEND08l MY. F SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY TOP OF CURB 0000.00 ■ o r +,y PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TCIn mecu ate of C aliforni OVER 1 ' DEEP. ■I FLOW LINE FL �'' 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEI�ECULA 19 22. �! J' ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT FP I 16 28 �I� �fl GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO _ - -��� �" ,,. 13 � �f TO SANDIEM ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG �. - - � II GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. RpYAL CRY`-4-111" S 17 18 23 24 , 29 . �� 12 � 11 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG FINISHED SURFACE FS VICINITY MAP Te L t 1 70 77 I TOP OF CUT SLOPES. GRADE BREAK GB - - - - -- ��� NOT TO SCALE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 133 11 - - - I / ONE FOOT. GARAGE FLOOR GF 0000.0 • AC231 3- 10 9. ALL GRADING SHALL BE DOPE IN CONFORMANCE WITH RECOMMENDATIONS OF PAD ELEVATION PE 0000.0 10 9 8 7 6 5 4 3 2 1 THE PRELIMINARY SOILS INVESTIGATION BY: PETRA DATED JUNE 4, 2001 • FINISHED FLOOR FF 0000.0 74 ,8 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 34 l - ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-- 73 r MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- WATER SERVICE � � :J 134 75 r l ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 72 SEWER SERV I CE ----'� 4 7s 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 71 ,1a , ,19 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 99 104 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC77- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR - - 70 - � 117 ' t20 /105 60 I EACH LOT. SLOPE 78 , , , , ,, / s 1 5 ---- 69 97 I 116 121 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL LOT NUMBER 12 f 106 / / SLOPES EQUAL TO OR GREATER THAN 5, I N VERT I CAL HEIGHT SHALL 68 1 79 96 100 101 102 103 115 122 � 52 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION \?A_/ 65 80 107 /FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT63 67 114 , / 123 /� �/ HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. INVERT ELEVATION IE al 95 `_ 108 / r 63 �/ 5 PAD ELEV. -0. MIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS _ I A BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS BACKWATER VALVES �AD 1 82 t24 / 64 56 109 /// /// (v MATERIAL. .•' 93 I t t 2 125 rim K ? ENHANCED BLDG. ELEVATIONS � Sa a3 92 9 t 90 89 a8 55 � � 13. IF STEEP SLOPING TERRAIN OCCURS UN'ON WHICH FILL IS TO BE PLACED, THE TERRAIN RIGHT SIDE OF LOT ESR 60 1 10 111 d� 65 I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LEFT SIDE OF LOT ESL 62 61 126 PREPARATION SHALL BE APPROVED BY A REGISTERED ENG I NEER PRIOR TO PLACEMENT OF _ 127 / 54 I 10'TV. to'TV. I REAR EB � - � ss I I FILL MATERIAL. '� 57 - � E'lOx I 5' 017 $ 5' S' B (FJ" C 5' C I 14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA 45 67 87 1 53 I MIN Ion) MIN MIN 09) M I I PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL DEPTH FOOTING x �, - 23 22 2t 20 - I I 25 55 \ / r SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 444� � 2 1 I 52 PAD PAD 5419 FF FF I ADJACENT PROPERTIES. ' z z z z 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED / 2 53 ' 16 II BY THE D I RECTOR OF PUBLIC WORKS. 43 27 24 1a �' �' IMIN.1 M N. I 52 3 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 42 47 5117 TO FUNCTION, ESPEC I ALLY DURING STORM COND I T I ONS. PROTECTIVE / 28 r 25 23 4 -�I� MEASURES AND TEMPORARY DRA I NAGE PROVISIONS MUST BE USED TO 41 � 22 16 I' I23143-6 PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 49 I TRACT I lk ' X � 26 13 5 I � 123 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) 21 4850 6 R W -" A N, SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT , �I rr , AND FILL SLOPES OVER 30' IN VERTICAL FE I GHT. 39 - � _ � 31 27 20 14 ' �� �� �� �' �° � TYPICAL SIDE YARD DRAINAGE 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 1 32 28 13 \ r PAD ELEVAT I ONS. WHERE SPECIFIC ELEVATIONS ARE REQU I RED, THE ELEVA- 38 , 19 a \1� \ �^ r, f ' �F DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- , 33 29 1 ,2 ," �� � 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. • 40' S0� 43 30 ► 32 � � � 28 R 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE - 3 4 17 33 2s " PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES C 44 10 6" MIN. 6" MIN. 5 MIN. 5 MIN. fi MIN 45 34 30 27 � � � � ' OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 47 46 31 "SILL 3 MIN. 1 1 3 MIN. W, / PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 48 \ 41 1s 31 25 2s IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, Plan 1 Plan 1 40 32 35 - SILL I S 6 MIN FG 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT c•, 3-Car - `-= 15 3s \ GARAGE FLOOR ABOVE GARAGE FG IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 'n CONCRETE rn --J� \ zz �' a =" • :' - `• T FLOOR SLAB T " n STOOP (TYP.) � . •�: 10.R. co (0 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SCALE: 1 " = 150GARAGE DETAIL 12" M I N. 12" MIN. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. > E 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. LOTS INCLUDED 2% MIN. 2: 1 MAX. 6" TYP. 2x MIN. to 7 u' �-w 21% MAX. MIN. 21% MAX. 0 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR j TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. S ' 37' 40' CD 12" MIN. ABOVE PAD ELEV. SECTION B- B INDEX MAP 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ROUOFF TOP � ND THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- P/L LO RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED - Plan 2 Plan 2 - Plan 3 Plan 4 5' Q TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. In In 3-Car � 5' MIN. P/L PAD ELEV 3' MIN. 1 ' PER PLAN MUDS ILL MIN. 6" MIN, I a SECTION A- A EXTRA DEPTH to 0 ti PAD ELEV FOR REAR YARD SLOPES GREATER FOOTINGCN TYPICAL FOOTPRINT THAN 5' I N VERTICAL HEIGHT =FG-PAD ELEV , N.T.S. PER PLAN WHERE NECESSARY � 2: 1 MAX. N a 12" MIN. 6" MIN. Iz i UNDERGROUND SERVICE BENCH MARK SOURCE OF TOPOGRAPHY OWNER DEVELOPER W 2X MIN. `� p PLANNIN■ ■ DESION ■ CONSTRUCTION , 0 BEARING NOT 0 ALERT COUNTY OF R I VERS I DE B.M. NO. T-27-81 EL=1230.562 ADJ.. DATE 9-13-82 I' 21% MAX. 2 1/2" BRASS DISC IN CONIC. CYLINDER STAMPED T-27-81 ANALYTICAL PHOTOGRAM ETRIC SURVEYS, INC. KB HOME THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION SECTION C- C FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIF. RD. , 3.4 MILES 647 MAIN STREET, SUITE 1A 12235 EL CAMINO REAL OF THE EASTERLY LINE OF PARCEL MAP NO. 22429, AS SHOWN z CALL TOLL FREE �s YNEZ ROAD,SUITE 400 � R I VERS I DE, CA 92501 SUITE 100 ■ ■ ■ NORTHEAST ON RANCHO CALIF. RD. 44 NORTHWEST OF RANCHO CALIF. RD. P.M.B. 147/14-19, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, 0 1-800-422-4133 ��', 6.7240 a 9��'s 13' SOUTH OF A 4' 2 BOARD RAIL FENCE 2' WEST OF POWER POLE #1751130E. (909) 686-5103 CONSULTING �.e7seo�2 • FAx 9a9.a7s.�24o � www.r�BF.can � SAN DIEGO, CA. 92130-2647 BEING N67'S2'50"W. SET FIBERGLASS WITNESS POST 1 NORTHWEST OF MONUMENT. DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000 0 TWO WORKING DAYS BEFORE YOU DIG ATTN: BOB FALCON LD0.3-124GR a J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCHMARK SCALE QRp F E S S f�H _ s 28OFDrawing No. o ' DESIGNED BY DRAWN BY CHECKED BY o y A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE. CITY DEPARTMENT OF PUBLIC WORKS � ��a 0• TA f, Contractor HORIZONTAL 4 �� 'Pr PI ans Prepared Under The Supervision Of $ D 3 0 1" = 20' No.60132 ACCEPTED BY: DATE. CROWNE H I LL 0 Inspector SEE ABOVE exp ����� �b Date: Z DEPUTY DIRECTOR OF PUBLIC WORKS to � '¢ JOHN D. TANNER, III RONALD J. PARKS o TRACT 23143--9 Q VERTICAL sl Cl V L` �ti! �. LOTS 7O - 77 a Date Completed �lF 0 `1��� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 - rr -i9e9--- o N/A r c PRECISE GRADING PLANS PHASE XII SHEET 1 OF 2 99 PE=1286.3 k Olt 98 PE=1286.5 97 PE=1286.7 �p S 1.99' 1285 r?�o • 2: 1 SLOPE 1280 �h^ C.)/ r?gyp 1275 r r f O o FG 9 s 1270 S' f .0 IN a 1269.5 1268.9 r?7 `ti ti� FG FG 9.2 «w '�_• G S 1269 � 1 '9 v +r ..o ,,�• OXMtN j�9 ry • 6 Z 0 Q0, o 1270,2 1269•g FG g's 9.4' o• o•'o� `�~a FG � � F� f 4 `I •, ok 1.2 7' FG 77 CY 76 3�• * Fr?jp o• ,off IFo -- X1270•2 f 3 FFa o 78 ?69G •r ,�^' 1270.8 :1269.5 PE=1268.9 �� •3 �. 3� ��1270.2 �269.4 ? 8 1268.6 269 S a 0.2 va (o f FG 1270 1269•s O 1269. 1 l/yFG 2 : G Q �• rye• N � 'f`�'8 =1270.2 60 1269 7, ^ & 1268 3 C) d. •� C - N ry 00 S 0 O i (Typ"BILE •► N4 N r\ y / _, ►: -- I X59.87' I S w ... / ELEC.PADELEC.LINE ^F (TYP.) '° (TYP. _ ,J0 ST.LIGHT % Tc `'`�'`�'y, ^ ry• ►; �0' (TYP.) / 1268.36 RIM8 SEWER (0 ^ r 18.52 1270.4 I TC 1 .0% 11 FG F - - - - -----}- - - - S TC MOC HP S W SODA „ COURT � � n � C4 fp �"•, PITZ, 3 wA ,��b$' •� \ 11h ,� �' - ST.L I T co �1t�• �S -� ��° Cy^�„ v - TYP. S N 26.20 25.15 ^ 48.44' S N 1269 to' .03 9 �� �h gr(90 w 1270.4 •4 1'' S CV W 6 270.4 GG �� �� S w 5� p'M : �° 1268 1 .4* X N . 127,0 *704 5 �-� � (0G •2 1269. 1 �� .��,`� N .� ,� o k G 1=1268 1 h• 4 ; A a' ; ^ 269• N FG 68.9 269 Nl FG .w N 74 0 GF-12 0 '�'GB 0 ori v = 1 l o.� 1269 •3 0 4� o ''o G 9 1289, 1 0' 1 ''o N , o 1271 1 FG 69 6 .�j��� ,2 18.7 2 o -1269. 1 8't E =127 • 1 F�69.9 +�' 3.0 �` . � --1269��� � 70 � a 0.4 o ^o o � n �� FS �e 126 .5 .8 5, 0 4R rn EB o 9 c 1270.4 o cv o�^i r coo •_ FG 6 9 0 FG oN ~o ~~o ! 71 ? FF:126,9.8 = PE=1268.7 0 269.6 1270.4 0 73 co o 0 + 1269. 1 o� G 1270•s "o oG L � 0 5. 1Zidg• 1 �B � N 1� o - z o g• 1 F N ^� 269.9 ^o =1271.0 1269.8 1 9. 1 �ft 1270.3 0 FG 69'9 1 EB o FG 5 Q -• N27 � 6 F�9,a o - 1268 4 6 0. 1 0., 1 Nle rn 72 F 269.8 ... �� G 70. .; 1 ci 1289.6 1R_ N c � S • .% MIN. o -- G cv 1 z �n 1269. 1 1268 8 U cv 1 1 I� 1270 N 269.7 270,3 '=1270. �� ' SCALE. c� 4 G 8 1• 1"� FG � 5 P�•;1270. 1 - pX MIN 20a. 1 o\ ` •h w FG. 1 h 12 EDp 5 1203 eq o 1o •.3 M697 o NI 1270• �•0 1 1269 .9 z 20 0 20 40 60 a 70.0 0/ G w co = y,p 1270.3 1270 FG X270. 1 1.0,T MI ,� 69.5 UNDE RG ROUND SERVICE G N �' © ALERT PLANNING ■ DE■ION ■ CONSTRUCTION ` 50.02, j ; GRAPHIC SCALE 1269.8 cl: CALL TOLJL FRE 47665 YNEZ ROAD,&M 400 ` 50.0 1269•d of a 1-800-422-4133 ■ ■ ■ ,CALFOMA 925�4e79 2. 1 SL 2 G 1269.1 N a CONSULTING 909.dMAM2 ■ FAX 90®.676.7240 - www.RW.c= ` OPE FG 67.43 TWO WORKING DAYS BEFORE YOU DIG `~ - ` LD03-124G R a CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARKQ�� S S SOH DES I GIBED BY DRAWN BY CHECKED BY �. Drawing No. o '�� A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE. CITY OF TDEPARTMENT of PUBLIC WORKSSCALE X10 0- T ANNE �^ Contractor HORIZONTAL �� 'P� Plans Prepared Under The Supervision Of S 8 03 1" = 20' :� No.60132 - ACCEPTED BY: DATE. Z CROWNE HILL $ Inspector SEE SHEET No. 1 Cr- Exp. 06/30/04 JOHN - Date: S Z v3 DEPUTY D I RECTOR OF PUBLIC WORKS� JOHN D. TANNER, III TRACT 23143-9LO RONALD J. PARKS� VERTICAL Jr C I y �ti� LOTS 70 - 77 � Date Completed �lF p `��o� R.C.E. No. 60132 Expires 6-30-04F-T R.C.E. No. 19744 Expires 9-30-05 F C l�' ��� GRADING NG PLANS PHASE XII SHEET OF i N/A PREC CISE G E 2 2