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HomeMy WebLinkAboutLot 1-4,8-16, 64 Precise Grading LEGEND AC 0. 23 j 2 - Rt�� RpA� HIGH PMT R 0000.00 PAD ELEV,-03 MDV. TOP OF CURB A ' T.C. FLOW LINE F.L. 9 a� ? � ? RECISE GRADING PLAN HIGH POINT H.P. P1 1ASE 6 VIA RAMI 1/MT N, 15'TYP, I.%MIN, 15,TYP. � PAUBA .� ,g ,., FINISHED GRADE F.G. 5, (EXCEPT 5' S' B (EXCEPT 5, C MICA Q P R 0 J E C T FINISHED SURFACE F.S. KRE B WRE CIIII MIN MIN MIN MIN gpN1�� SITE KITED) NOTEM ROAD GARAGE FLOOR GF 0000.0 55 45 PAD ELEVATION PE 0000.0 ? ? ? � 54 56 25 24 MH 26 INN FINISHED FLOOR FF 0000.0 S 57 � 22 18 � TO SAN DIEGD WATER SERVICE W o a 58 78 7 21 19pT�q R➢, 60 z a o � Z o 79 2 1 2 p, A SEWER SERVICE S �o�MA oN Boz Mak Q 60 59 20 36 CAM Wp,V x ` 61 76 8D 3 28 35 HWY. 79 AIR VACUUM RELEASE VALVE (AVR) 62 81 29 75 33 34 42 FIRE HYDRANT `0/ 63 7 4 82 4 17 1R, 23 4 4 43 41 TYPICAL SIDE YARD DRAINAGE 45 64 31 73 83 5 1 30 32 40 VICINITY MAP DRIVEWAY DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 44 \11 65 72 84 93 94 6 15 53 52 44 STREET LIGHT OV 43 43 42 66 71 95 85 92 7 14 54 45 51 39 NOT TO SCALE s� � ` SLOPE 41 68 70 86 96 8 13 ` 50 46 38 91 55 37 EXTRA DEPTH FOOTING tel? 4069 87 97 9 12 56 49 47% �~ INDICATES AMOUNT OF 39 89 9� GRAD I NG N x 381 h � - EXTRA DEPTH FOOTING 98 99 fib 73 \ 37 36 35 100 01 10 3 1 57 65 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE CALIFORNIA ACCESS RAMPrM M \ 33 32 1 8 67 72 BUILDING CODE, CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 31 102 � \ 9 10 � 29 8 � 03 � � 64 68 - 2 1 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1/. LOT NUMBER Fx-1 10' OR 12' U 11 12 27 ��► 1 63 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE 6 MIN. ABOVE PAD ELEV. 59 9 71 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. „ o 1� �' 14 15 26 105 6 INDICATES MODEL 48 16 12 Q -&. 16 25 50 61 62 MIN. TYP. 1p \ 17 TRACT ARY 3. MAXIMUM CUT OR FILL SLOPES = 2. 1 . UNIT TYPE 4 R 1 11 U- % 18 24 70 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL B I MAILBOX 12" MIN. ROUND OFF TOP 8 7 6 19 23 63 3 3- 57 74 FILL SLOPES OVER 5' HIGH. INDICATES ELEVATION (TYP. ) .60 62 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT (FACE OF CURB TO � OF PAST) P/L 5 4 20 22 � 75 OR (s" BACK OC CURB TO OF POST) 5' 3 2 g1 60 59 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 01 WATER BLOW-OFF 1 21 52 77 78 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS P.C.C. 50 76 51 OVER 1 ' DEEP. � & �" INDICATES STEP TO GARAGE FLOOR SIDEWALK CURB 72 �'O 17 49 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA (GF - FF - STEP) /� GUTTER 18 53 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 1; _ -- 68 19 \ GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO MAILBOX LOCATION SECTION A A " _= _ _ : 22 79 5 31 20 21 48 54 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE , THIS LOT REQUIRES A BACKWATER FOR REAR YARD SLOPES GREATER g - � � 30 so GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. VALVE PER APPROVED WATER AND \ / DETAIL N _ = ----- _- 32 B W THAN 5' I N VERTICAL HEIGHT 28 27 25 24 I - f 26 47 SEWER PLANS. PER SECT. 409 OF U.P.C. "..: --�= 23 55 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG N.T.S. ' - - - _ 46 TOP OF CUT SLOPES. X71 _ 3356 _ -- 78. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN o 45 ONE FOOT. 34 35 37 38 3940 41 42 43 44 m 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF Co P/L THE PRELIMINARY SOILS INVESTIGATION BY: 6" MIN. 5 MIN. 5 MIN. 6 MIN. 3' MIN. 1 ' 1 ' 3' MIN. PETRA GEOTECHMICAL• INC. ON SEPTEMBER 23, 1998 0 MUDSILL MIN. MIN. - / N MUDSILL S I TE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- a. MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- O 00 •, :d• - d_ .- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. - � � - INDEX MAP 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING o 12" MIN. 12' MIN. h' DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE m SCALE: 1" = 200' REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- O 2� MIN. 2: 1 MAX. 6" TYP. 2% MIN. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 00 21% MAX. MIN. 21% MAX. LOTS INCLUDED EACH LOT. cii SECTION C7 C� B 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL WSLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE ft� 0 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM x PLAN o PLAN PLAN o EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 1 0 2 0 3 110 THE APPROVAL OF FINAL INSPECTION. 50.00' 50.00' 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. on 5' MIN. P/L 50.00' 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 3' MIN. 1 ' LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. MUDSILL MIN. 6" MIN.- CONSTRUCTION NOTES & QUANTITY ESTIMATE E 0 0 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ° N0. ITEM QUANTITY UNIT PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- N .d TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 1 210 C.Y. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED THE ACTUAL LOT GRADING ( 14 LOTS x 15 C.Y./LOT) •.:• DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 12" MIN. 2: 1 MAX. TYPICAL OVERALL FOOTPRINT D 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE0 2� MIN. 6" MIN. ( PRODUCT 3 - STONEBRIDGE PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- 21% MAX. SCALE: 1 ' = 30' . TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS o SHALL BE PLANTED AT 10 It CENTERS, TREES, 20 ON CENTER, COMBINA- S E C T 10 N C C TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER o U.P.C. CHAPTER 10.R. N Ln 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 0 Underground Service Alert TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. cc A76eH &iM William firvst & Associates 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE Ln o PROFE�IONAL �I , � VEYORS THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- w 27565 YU ROAD, SK. 4M*713M CA 92591 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON Q FALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 QWNERIDEVELOPER REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED � �-800-422-4133 RICHMOND AMERICAN TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CD z 104 W. GRAND AVE. , SUITE A ESCONDIDO, CA 92025 (760) 145-1605 11LD00- 1 1 1 CR CD TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK pFES51 DESIGNED BY DRAWN BY CHECKED BY ' Drawing No. o SCALE Q� ���/� OR & JT OR & JT JT & MT RECOMMENDED BY: DATE: �.S �a C I TY 0 TEMECULA DEPARTMENT of PUBLIC WORKS o RIVERSIDE COIWY DESIGNAT1OR T-27-81 ��O ��,�. A• I/► 00 Contractor 2 1/2'E�tASS DISC IN CONC. CYLINDER STAMPED T-27-81. HORIZONTAL ,�� �`� �� Ions Pr par Under The Supervision Of FROM THE INTERSECTION of FRONT ST. Aro RANC1p CALIF.IO.,3;4 MILES MORTIfJ6T a 'y z ACCEPTED BY: 4 _____ DATE: 404 O� Tic TRACT NO . 23143-2 ON RANCHO CALIF. RD. 44 NORTHWEST OF RMCHO CALIF. RD. 13 SOUTH OF A cc r 4' 2-BOARD RAIL FENCE, 2' WEST OF POWER POLE 11751130E. SET FIE�R -0 AS SHOWN NO.4 v Date: _ DEPUTY D I RECTOR OF PUBLIC C WORKS �~ PHASE 6 Q Inspector WITNESS POST 1'NORTHWEST OF MONO . Exp. 3/31/04 RONALD J. PARKS r ;,.';M ADJ. DATE: 913-82 OR. 1230.562 VERTICAL Ci I � PRECISE GRADING PLAN Date Completed � R.C.E. No . Expires 1-�1 -04 R.C.E. No. 19744 Expires 9-30-01 1989 LOTS 1 -4 8-16 64 w N/A TITLE SHEET SHEET 1OF 2 = DATF PRFPARFn- 04/1n/oo C- . OWNS H IL DR IVE 5.3- _ EXIST A V/AR ASS'y - ` I / 2. 1 ( 1215) WPER A.D. 159R sLoPE PER _ �►�� '�yrs I ��- . ROUGH GRq Mq IN � �. ' C� •� I �L EXIST. F.H. � rn r• (Mq I D I NG PTA IN sAjNED NTA INED By LAN ED &y T Q' I ,\o�• 67.28' T C.S D ) C.S.p o R/W C.S. .� T N �'da "R/W N EXIST. F.H. 17.7r as 24.4 �s�, 62.01, 71 TC 19.8 - a /\ 1220I FL-GB 167 6 Y 60,010 I 1 .0X MIN. QNII `� FG NTM 68.78' n "' FG •0 X 14- s . - Nt � ro I r I - FF .� - - 44b . 1 1,225.2 PE 1224 24.1 ~-•� o -H 2 O I 7 k FL-W 2 CD I o k• ,n .�. •" 23.3 • ---r t* �t x r"'-.' s� • 1k I :6 �• G f I w I 2X MIN 20.7 I •� 2 1 �e ,�r�� •1 / ,�6 FL _ ? 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BROW DITCH -r TRACT BOUNDARY Co PER TR 23143-2, MB 281/60-66 J 1-41� TWO WORKING DAYS BEFORE YOU DIG REC. 7/01/99 LDOa- 111 GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKSCALE QROFESSIp* DESIGNED BY DRAWN BY CHECKED BY OR & JT OR & JT JT & MT RECOMMENDED BY: DATE: /S C I TY OE TEMECULA Drawing No. RIVERSIDE COLNTY DESIGNATION T-27-81 ��o ��` A• Iy DEPARTMENT OF PUBLIC WORKS Contractor 21/2'BRASS DISC IN CONC. CYLINDER STWIED T-27-81. HORIZONTAL ,�`� ��` ��' �, Plans Prepare Under The Supervision Of / FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIF.RD., 3.4 VILE NORTFEIIST y ACCEPTED BY: DATE: �` �� �� o �k�• TRACT N0 . 23143-2 T c ON RANCHO CALIF. RD, 44'NORTHNEST OF RANaiO CALIF.RD. 13'SOUTH OFA •` � � U Inspector 4' HOARD RAIL FENCE, 2' WEST OF POO POLE 11'17511301. SET FIBEKLASS 1 " = 20' � No•43090 � L DEPUTY DIRECTOR OF PUBLIC WORKS � Exp. 3/31/04 Date: 4O RONALD J. PARKS PHASE 6 WITNESS POST 1 NORTHWEST OF MONIMfNT. �,:- '� ADJ. DATE: s-13-82 EO. 1230.562 VERTICAL sf Cl V l�. � = PRECISE GRADING PLAN Date Completed �lF �o� -►3 -04 d, N/A OF k\,l R.C.E. No. 3d°IO Expires '� 1 R R.C C.E E. No. 19744 Expires 9-30-01 fo, . 89 o� - A 1989 LOTS 1 4 , 8- 16P 64 SHEET 2 of 2 l