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HomeMy WebLinkAboutLot 6-16 - PreciseGrading LEGENDPROJECT SITE B rxu aEv. � TOP OF CURB 0000.00 T,C, ��z FLOW LINE F.L. gel?m B :R A C P 33 t HIGH POINT H.P. I�' �Y ' ADING PLAN PRECISE GR A 5' A C 5' 5' C D D FINISHED GRADE F.G. MIN ►QtED MIN MINMIN H FINISHED SURFACE F.S. GARAGE FLOOR GF 0000.0 ? S5Y`� X: z z NZ X PAUL VIA RAMI PAD ELEVATION PE 0000.0 1 FINISHED FLOOR FF 0000,0 cD z g g w 8 ROAD WATER SERVICE W fo�+ N 'a; +x `�N CA SEWER SERVICE S g l AIR RELEASE VALVE TYPICAL SIDE YARD DRAINAGE , PROJECT � FIRE HYDRANT � �� SITE DISTANCE FROM FRONT PROPERTY CORNER TO HE GARAGE ,a ` RD, CORNER MEASURED PERPENDICULAR TO THE PR PERTY LINE. 1h to 121 5 DRIVEWAY ++7 "• STREET LIGHTP/L HWT• 79 12 MIN. 8 MIN. LOG, PAD +• -c SLOPE III ABOVE PAD 5' MIN, 3' MIN, ELEV, " 15 2 TO SAN DIEGO EXTRA DEPTH FOOTING COMPACTED 1t 1` ' VICINITY MAP BERM 6' IN, i3 10 INDICATES AMOUNT OF X EXTRA DEPTH F❑❑TING O 1) NOT TO SCALE 12 ACCESS RAMP 2i1 MAX. 12' MIN27MIN. w, WAS GRADING N ❑ T E S 27 MIN. 21% MAX, LOT NUMBER SECTION A — A 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, FOR SIDE YARD SLOPES GREATER AS AMENDED BY ORDINANCE 457, INDICATES MODEL THAN 5' IN VERTICAL HEIGHT 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 17.. q DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE UNIT TYPE B 12' MIN, ABOVE PAD ELEV. CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. INDICATES ELEVATION INDEX MAP 3. MAXIMUM CUT OR FILL SLOPES = 2:1. WATER BLOW-OFF 4, PR❑VIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL THIS LOT REQUIRES A BACKWATER VALVE 01 ROUND OFF TOP SCALE: 1" = 200' FILL SLOPES OVER 5' HIGH• P/L PER SECT, 409 OF U,P,C. PER APPROVED — 51 5, ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT WATER AND SEWER PLANS. 05E6 1hkDEX MRP) SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ® LOTS INCLUDED PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA OF SECTION B — B GRADING RINGACCORDANCETWIRHTTETHEERTIFICATION APPROVED GRADINGLETION P AN OF PRIORGT❑ ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FOR REAR YARD SLOPES GREATER GRADE, ELEVATION AND L❑CATI❑N OF CUT / FILL SLOPES, THAN 5' IN VERTICAL HEIGHT 7. PR❑VIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES, 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 6' MIN, 5� MIN. P/L 5' MIN. 6' MIN, ONE FOOT. 3' MIN, 1' 1' 3' MIN. MUDSILL MIN, MIN. MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF "40"x40" 40"x40" THE PRELIMINARY S❑ILS INVESTIGATION BY, 40x40" 24"x24" CONC. STOOP CONC. STOOP CO C. STOOP A.C. PAD CONVERSE CONSULTANTS DATED DECEMBER 21 , 1988 35.00' 35.00' 34.00' 24"x24" TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE A.C. PAD ENGINEERING DEPARTMENT WHICH SHALL INCLUDE F❑UNDATI❑N DESIGN RECOM- 12' MIN. 12' MIN, 24"x24" MENDATI❑NS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- A.C. PAD ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 2% MIN. 211 MAX. 6' TYP, 2% MIN. 00 PE 0000.0 PE 0000 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING ,0 21% MAX. MIN. 217 MAX, FF 0000,0 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE S E C T I ❑ N C — C PE 0000.0 FF 0000,0 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTI❑N, THIS INSPEC- TION MUST BE APPROVED PRI❑R TO BUILDING PERMIT FINAL INSPECTION FOR FF 0000,0 0 00 C 00 r EACH LOT. O r� U 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE 5' MIN. P/L 7017002 703 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRI❑R TO 3' MIN, 1' A_/ THE APPROVAL OF FINAL INSPECTION, MUDSILL MIN. 6' MIN. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT a LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET, 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATI❑N OF BUILDING 12' MIN, 211 MAX, PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TI❑N (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- 2% MIN. 6" MIN. CONSIRUCTION NOTES & QUAN111 Y ES11MA1E TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 21% MAX, DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECTION D - D TYPICAL OVERA L FOOTPRINT DIMENSIONS NO• ITEM QUANTITY UNIT 15. EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE Q LOT GRADING (11 LOTS x 15 C.Y./LOT) 165 C.Y. PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER SCALE. 1' = 20' 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATI❑N SYSTEMS WITH BACKFLOW PREVENTI❑N DEVICES PER Underground Service Alert BENCH MARK U.P.C. CHAPTER 10,R. Robert bein, A'illiam Frost & Associates COUNTY OF RIVERSIDE M NO. T-29-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR o PROFESSIONAL ENGINEERS, R-WERS t SURVEYORS 2 112' BRASS DISC INCONC CYLINDER L TED FROM THE INTERSECTION OF FRONT SL OWNER/DEVELOPER TO COMMENCEMENT OF ANY CONS TRUC TION/GRADING, 21555 1?EZ RX, SiE. 400*TEIEQI A G. 92591 AND RANCHO CALD�NIA ROAD, L8 MILE CALL TOLL FREE (909) 676-8 042 , FAX (909) 676-7240 S ON RANCI O CALIFTRNIA ROAD 17. APPROVAL ❑F THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 1-800-422-4133 TO THE INTERSECTION OF RANCHO Ck IA ROAD AND NARGARITA FMA41N THE KV, THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- CORNER OF THE INTERSECT@I 1' E OF A 7' CHAIIIIW FENCE, 21' x 16' RICHMOND AMERICAN RECTI❑N OF ERRORS OR OMISSI❑NS DISCOVERED DURING CONSTRUCTI❑N. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED AROUND SO. CALIF. GAS VALVES, 40' K PP. X094' K OF THE CENTERLAE 17310 REQUEST, AVE. , SUITE 320 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL, as OF RANCHO CALD"1RNIA ROAD. VITN:SS POST SET 1' Y. OF NUNIIMENL IRVINE, CA 92714 TWO WORKING DAYS BEFORE YOU DIG AL DATE: 13-82 M. 1128.410 L D 9 6 — 029 G R w CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�OfESSIpp DESIGNED BY DRAWN BY CHECKED BY Drawing No. JL ADEL S. CASAO JL RECOMMENDED BY: _ DATE: 3-1&-'Xe CITY 0 F� TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL y a� l`'= s PI ns epared Under The Supervision Of rrj ACCEPTED BY: DATE: J-�+�� TRACT NO . 24133-5 SEE ABOVE AS SHOWN W No.x3090 — N Inspector °G Exp. 3/31-00 �e Date: PRIM IPAL ENGINEER, FOR CITY ENGINEER ro MICHAEL TYLMAN STEVEN W. CRESSWELL PRECISE GRADING PLAN VERTICAL sf C1 y I\- ��� Date Completed N/A �lF or CA�� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 LOTS 6 16 SHEET 1 of 2 0 PLOT: 3-11-96 JN: 400966 20 SEE SHEET PE 1198.8 NEI, 3 19 59-95' PE 1199.7 18 8 PE 1200.4 17 45.97 PE 1200.5 65 4 7 1 8 50.76 1 �' R 120 53.34' 6 ` N 30' 30 P E 1199.5 20 10 0 20 40 60 G' `9 1 20' 20' 1 , ��� 110.32' 72 GRAPHIC SCALE IN FEET Fl. H..R h PE 1208.0F , co /'7 • 1 ITl 4.9 84.9 /% F 9FG4 Fc-11 "0 �D OPEN SPACE PE 11 86 9 9• 9F•2 9F.2 84.9 LOT 124 FF 1185 6 FG FG 16 94.4 Q I I J F 8� PE 1191,2 F� J - 1 PQ PE 1186.9 FF 1191.9 PE 1194.4 108-47' 4.9 13 \ FF 1187.6 � FF 1195.1 _ 15 - - - - 71 14 \ 91.2 p �. 838 7 Fc •� 1g� ' PE 1208.4 F� 0 G. ,GQ A .2 86G9 703 .3 701 D - 2 � M GF 1185,1 FB-�9 A2 F�.�G p CR W .o •- c ti •z �--- .o N 89 84.7 9 GF1191.4 GF 1194.6 W I o� FG GF 1187,1 t 94.4 1:3GN' N 9 2 39 14' 90. FGFG �--� LL 68 po. c� _ 86. FG 3.Q y3 Z I Xj `L•G 92.76 1 16 � 1,�0 •G• � g3F "�AA � � 57.50' \ � � � til C � / Wo 85'_ N .48' r o �o 0 �` ,a�• �!1 �o \� 5 ,� Off. v' - a� []ATE ' . 43 'LN '( G �a g6 - ALMERIA QD h eoaBib 47,so. F5' N� .G v 53. GF FG 7 5 Rj dis `D °�' 80 FS �� �' �`L � �' / Bo. 5 1181.9 FG Fs8 F5• gZ.7 ori 53.80' V `t t 7p2 GF 1182.7x'3' 51 .80. 2, FG7 B .Z 86 t, A 53.80' 70151 .80 to _ 25 , 35 \ B ti B2 s GF 1183,8 BS 7 N 53.80' 53.80. 1 86.6 r it v FF 1181.7 O i� 3� C2 FG BB,7c� 9/.9 In N v N N �GF 1204.81 Q1182 4 PE 1182.5 BS. GF 1186, 89.7 9.5 �S.Z 1 2R 1 F- -lid 3 2 to c-,c. _1 o G FG t' 92.9196.0 _ ❑ GF 1202 2 A 0 / c 10 86.7 703 - t Fc 1 FGF 1199.5 ❑ PE 1206.3 FG7 73' s 11 FG B 2 O 9/.B GF 1193.1 GF 1196.4 lA 701 11 3 83.6 F.c.�a- 703 0 3R A 702 95 Z q C N � pE 1204.6 ,� FG 5 FG6 ❑ � � ; • 92.9 .2 F F 1205.3 83. 96.2 PE 1202.0 �Q 8 F� �+ �•�, FG FF 1186.7 PE 1189,7 9' FG 9.3 © F 1202.7 pE 119 F 1187.4 FF 1190.4 \ � 1 t � FF 1200.0 FG* PE 1192.9 ® FF 1193 .6 PE 1196.2 a 4 Ss. 1,q, 3 S FG FG. FF 1196.990 ❑ ;* 8 fG• 92.9 ❑ 89.7 G 92.9 96.2 FG FG FG 1 96.2 FG X86 a4 S •?3' 1. g iv //92. //9S.9 59 23, f G 9 o 57.03 59.23' ^ 9f G g9' 57.03' ------ 59-23 59.23F'G 59.23' 59-23' ` OPEN SPACE LOT 124 on _ Mp Under round Service Alert SEL ESR D - N o CALL TOLL FREE Robert Bein, William Frost & Associates - WAY - PROFESSIONAL ENGINEERS, PLANERS k SURVEYORS <� ��} / - 1 -800-422-4133 2755 YU Rau, ST. 400•1I]EaLA G. 9N1 (909) 676-8042 , FAX (909) 676-7240 LD96- 029 GR " Two WORKING DAYS BEFORE YOU DIG w CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH M SCALE Q�p FESS 1 pN' DES I GNm BY DRAWN BY CEECKm BY RECOMMENDED BY: DATE: 3'14'7% CITY 0 F T E M E C U L A DEPARTMENT OF PU6L I C WORKS Drawing No. , A. jr / JOHN LeSAGE ADEL S. CASAO JL U Contractor HORIZONTAL y ' l`'Z = PI ons Pr red Under The Supervision Of M = 20 W No.43090 T ACCEPTED BY: - DATE: TRACT NO . 24133 - 5 Inspector SEE SHEET N0. Exp. 3/31-00 d -10 Date- Z I ` PRINCIPAL GINEER, FOR CITY ENGINEER " 4` MICHAEL A. LMAN STEVEN W. CRESSWELL PRECISE GRADING PLANS Date Completed VERTICAL slC f y 1� `! 2 N E� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 N/A OF C A�\ p• p� LOTS 6 - � 6 SHEET 2 OF � b PLOT: 03-01-96 JN: 400966 i