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HomeMy WebLinkAboutLot 28,29,89-98 Precise Grading LEGEND AC 0 4# 213 3 3 TOP OF CURB 0000.00 T.C. No PW 111,11111111111 IN 11111111,11 ZNPADELEV.-Q3'RKP :R CIS GRADING P AN FLOW LINE F.L. ,q R Ra►� HIGH POINT H.P. Z1AS 2 z FINISHED GRADE F.G. 9 FINISHED SURFACE F.S. 1% MIN. 15'TYP. 17.. MIN. 15'TYP. s (EXCEPT (EXCEPT B s s B C S C VIA RK � GARAGE FLOOR GF 0000.0 WHERE WHERE MIN NQTED) MIN MIN N(>TEI) MIN f�A PAD ELEVATION PE 0000.0 55 5 � PROJECT 54 S1 TE 2 24 SITE FINISHED FLOOR FF 0000.0 � 26 23 _ a) ti � s WATER SERVICE W �" 5 57 22 18 58 � 78 1 27 21 19 SEWER SERVICE S � o �a � 60 59 77 79 2 20 AIR VACUUM RELEASE VALVE (AVR) ry--�, 1ox 6* ao 2: 61 80 3 28 TQ MEM`"- I Mix Mak � 76 35 FIRE HYDRANT XY 62 81 29 33 34 42 63 75 82 4 17 7Fj 2 AM ' DRIVEWAY 45 64 74 30 31 32 43 41 MIY, 19 w TYPICAL SIDE YARD DRAINAGE 44 73 83 5 1 44 4p � STREET LIGHT DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE " 3 65 72 84 6 15 53 52 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 4 66 71 4 51 45 39 VICINITY M SLOPE I 42 � 85 7 1 54 67 4fi 38 EXTRA DEPTH FOOTING 41 68 70 86 8 13 5 50 5 NOT TO SCALE INDICATES AMOUNT OF 0.1 41 40 fig 9 12 49 47 37 EXTRA DEPTH FOOTING 39 87 8 56 ----------- 37 � .� 1 ACCESS RAMP 37 36 100 10 1 65 fib 73 /TT\ 35 34 101 8 57 GRAD ING NOTES 10 OR 12 3 w 6' 32 31 102 58 64 67 72 LOT NUMBER 48" 16" 0 ` 9 10 30 103 68 1 . ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, bi 11 27 63 AS AMENDED BY ORDINANCE 93-04. INDICATES MODEL I MIN. TYP. 12 13 26 104 59 69 71 LL_ � 14 15 105 60 fit 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1%. 4 MAIL OX 12" MIN. 12 MIN. ABOVE PAD ELEV. 16 17 25 '� �cr '✓ DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE UNIT TYPE B (TYP. ) CLR. 18 24 fi1 70 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. OR (6* BAOF CK TO OF POST) POST) 19 23 i 74 INDICATES ELEVATION ROUND OFF TOP 7 6 63 57 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . WATER BLOW-OFF P/L 9 5 4 20 22 fit 58 75 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL P.C.C. 5 3 2 61 fi0 59 FILL SLOPES OVER 5 HIGH. SIDEWALK CURB & 1 51- GUTTER 2 78 GUTTER 21 51 77 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT MAILBOX LOCATION --AL 1-7 76 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 72 '� p 17 49 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS DETAIL N 6g 18 19 53 OVER 1 DEEP. SECTIONA ^" A 5 4 64 31 20 21 22 48 54 - 79 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA N.T.S. FOR REAR YARD SLOPES GREATER 6 3 2 1 30 29 48 8p ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH THAN V 16 32 28 27 2g 25 24 47 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 5' IN VERTICAL HEIGHT ,, 1 23 55 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 71111 ROAD---,- 46 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. � 7 15 33 Its � 56 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 8 9 0 34 45 TOP OF CUT SLOPES. 0 11 12 14 35 37 38 39 40 41 42 43 44 0 13 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN o 6" MIN. 5' MIN. P/L 5' MIN. 6" MIN. ONE FOOT. 00 3' MIN. 1 ' 1 ' 3' MIN. MUDSILL MIN. MIN. MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 00 THE PRELIMINARY SOILS INVESTIGATION BY: N PETRA GEOTECHNICAL, INC. ON SEPTEMBER 23, 1998 0 INDEX MAP d. : TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE00 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- SCALE: 1" = 200' MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 0 12" MIN. 12' MIN. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 0 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. LOTS INCLUDED 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 0 ao 21% MAX. MIN. 21% MAX. PLAN 71DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE � PLAN o REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SECTION B - B 1 � PLAN o ,n TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR w co 2 LO 3 00 EACH LOT. Li 45.00' 'n r� 47.00' X 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 45.00SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE P/L PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 5' MIN. EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 3' MIN. 1 ' THE APPROVAL OF FINAL INSPECTION. E MUDSILL MIN. .. CONSTRUCTION NOTES & QUANTITY ESTIMATE a 6 MIN. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 0) NO. ITEM QUANTITY UNIT 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT N TYPICAL OVERALL FOOTPRINT DIMENSIONS O LOT GRADING ( 12 LOTS x 50 C.Y./LOT) 600 C.Y. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING rn 12" MIN. 2: 1 MAX. ( PRODUCT 1 PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-- o 2% MIN. 6" MIN. SCALE: 1 ' = 30' . TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 21% MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECT I ON C - C 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT , IN ADDITION TO GROUND COVER, SHALL BE PLAN- N TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- 0 TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE opo PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER C•v Underground Service Alert U.P.C. CHAPTER 10.R. w Q Aabeff trey J�'`illliam �'"rnst Ass�ctates 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR o PROFESSIONAL OCINUM, RA*M k SJKYMS TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 27556 YNEZ RX ST. 0*�M G. 9�A1 17. APPROVAL OF THESE PLANS BY THE CITY TY OR ITS AGENTS DOES NOT RELIEVE CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 ���K RZEYEL��B 0 RIVERSIDE CO11K11'DESIEMTtdt T-i1-tt THE APPLICANT I CANT AND H I S ENG I NEER FROM THE RESPONSIBILITY FOR THE COR- -800-422-4133 af 2 1/2,RG DISC IN CX.CxINDER STWM T-net. RICHMOND AMERICAN RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON FRN THE IN1ER!MION OF FROM ST.K RANCH GLIF0 3.4 EB ENV 9 104 W. GRAND AVE. , SUITE A REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED � RANCIID CALIF.11D. 44' OF RA'GTHIM U CALIF.i 13!W OF A 4'2 BDIMD MIL FENCE,2'EST ff PMR PQE 11751 130E. SET FIffIM IITU PS 1'WHIM ESCONDIDO, CA 92025 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. � ff ADJ.DAIS 9-13-8 ELEV. 1230.91 (760) 145-1605 p 0 Two WORK - 129 GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE QVCF SSIp 00 DESIGNED BY DRAWN BY CHECKED BY Drawing No. 0 �o ��� JT JM MT RECOMMENDED BY: DATE: 'B S C I TY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS � Q HORIZONTAL ,``� c� yl� `^� Plans ans P e ar under The Supervision v i s i on Of Contractor �y � � p p � _ Q ACCEPTED BY: DATE. g TRACT N0 . 23143 3 0 Inspector SEE ABOVE AS SHOWN w No.43090 a_ °� UP. 3/31-00 A4 Date: a DEPUTY DIRECTOR OF PUBLIC WORKS I-,PHASE 2 RONALD J. PARKS 0 VERTICAL Jr Iv ��� MICHAEL A. T MAN '� x:.,A.:.x PRECISE GRADING PLAN Date Completed �jF �o� R.C.E. No. 43 90 3-31-00 19744 9-30-01Ofrl..: i9e9: : T I TLE SHEET N/A or CA�-1 Expires R.C.E. No. Expires ,, LOTS 28 29 & 89-98 SHEET 1 of 2 nATF PRFPARFn. n-i/2f/qq IM 6 37 15.37 EXIST. 10' DRAINAGE 4 •48 $ EASEMENT PER TR. 23143-3 - , r� co vv EX I ST. 6' Do r- TERRAC DRAIN U-) PER ROU H GRA PLAN . °D J /� ,�� N S Pp1 µ 1 O MM G tKJ 4, n 61 _ 60.7 V F�-SNP FL,HP Q 7 a FPE 1257.0 JPO 62,o Vv o N N z 0° LO OD FG 1 s' z0 57.7 N p 8 7 I F 4 toG coh•CD62 0 62.0 \61 .0 61 .0 C° 1 .0 20,33' 61 FG FG97 FG N MIN. 56.4 55 C • z z FL Cy F 12(0-2.5 z� I 57.7 r•8� 1 F 1262.0 0 o FF 1261 .5 15' FG 7'7 --•- � 27 '� PE r. 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(0. ��, •�9 0 21 .50 :: 100.00 ca O 61 '^ ^� �-+ p� --� S STR. 25.00 57. 1 1 .0% MIN. - 1259• = o o FL,GB /'� 4' 14° MA I DSTON COUR. - 1 s _ 12 LIGHT °' FL Cr) �s cD 2 o r . •56 � 60 $ _ � � '� 58. 1 58. 1 26.5 t � � / © '94,E -IG PER TR. 23143-3 12+34.69 MAIDSTONE COUR ",� 56.7 FG 8. S �� , o =44+21 .06 FOX ROAD � o S EL a I cn W N W N 29 10' Uj m h V �G CURB do GUTTER o •G 7.4% �"C.7 �- �, � � co 6.0% N 57.9 0 0 % 23'� Ln �'to h PV .,";_ FF 1258.6 ? FL,HP "I MIN. N N � a �►. a' '< p°',`C, STR• - FH X 56.6 25 PE 1258. 1 MIN. o <- ro \w HT v � FS o J ' W � N o 15 U- w o r-0 61 22 0 W �.�.,,.. LL 3 �O CD � coo N 22 54 78. 10 w o "' a,r ,3 N `° 1 �' •_, 57.7 1 .0% MIN. N \_LR w 00 UD�'�► � � J' 10 W S �- FG ,25 � I 6 ��- 5 9 f w h $ CIE,� ¢ �� ) � 58.1 0 57.7 57.7 � �O F o o FL,GB 3• 6` �� h FG FG -� - 57.1 _ .07� MIN. A FA• �~ �� I 57.4 f�! FL 1 .0% MIN. °' 0 00 `��� 5 g� •, ,moo�� c 14- FL, 90 100.00' , _ z S f2 I 56.3 •�G 30 � '� 0i 'S •O 39.47 V_ 5� o ���• 3 c� S 15 9 FF 1258.2 FS P 1257.7 \ PE 1257.7 o x �� O� �� o �� � � 0 2.0% N 23 0 '`• ,c` ' ^ h N N MIN. LO 2 60 ��, G fi 1 •g ~' 1261 .2 GF 8' �Zb' FG ao 'c� 61 .2 57.7 BR 57.7 7.3% 55.9 -� 9 s `� I --- FS �p• \ �� . 1 GF FG 1 39 f FG FG 61 .2BEEN GG'y O A�. �� 4 FL,G A FG ,�� 56.4 -0 0. 6� C' 2 � FL GB 5•`� �' • \ ?6 'S �, `O •3 61 114.93 1 .0% MIN.. 24.50 5 O � M . 7 \r O _, C G - 1 .0% M I N. 55.7 - 20.00' E 2�� N' ti� o 91 41 '} °° FL a '� O� ���• z .4 T ? 56.9 5fi.9 55.5 2� aa� p � 92 - " FF 1261 .7 LO 0 FG 89 S C.0 `��, ,n6•� O 1 M o PE 1261 .2 61 .2 20' rn G 20.4 . FF 1262.6 ae FF 1257.4 ,� o •y r � FG I _ 0 8 56.6 15 PE 1256.9 • \ '� '3r ' PE 1262. 1 o rn 62. 1 1 - FL,FlP 2.0% 9.3% 54.9 o cn o \ FG �n FG .._ 62. 1 00 7 MIN. 3 FS cNo 0 FG c0 N N _ I 56.9 c�'1° 42+75 n e- � ao 56.9 �, I B.V. �• 61 .8 n 60.9 � LO � FG FG ae � \ o FL,HP ►► FL,HP HP PO G'SIS•9 ,9 co ( 6 - '` FG 114.93' n 1 .0% MIN. FL N SCALE: 1 =20 N Under round Service Alert s s� w 54. 15 TS • 6r1. TS •2V 36.26 32. 17� 20 0 20 40 60 Q Med Beit, A�zll iam Frost & Associates 87.2o s �5 60.00 � _ 8s � C= PROFESSIONAL ENGIt�ER5, FLAMERS � Sl�t'VEYORS 85 T 21555 Y�Z RDAD, STE. 4M*TEaEaIA CA. M1 O FPT1254.4 GRAPHIC SCALE z CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 0 1-800-422-4133 c� Q LD99- 173 GR 0 LD99- 129 GR b I TWO WORKING DAYS BEFORE YOU DIG 00 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY p�ESSI • SCALE Q� OH�� RECOMMENDED BY: DATE: �✓ CITY OF TDrawing No, o 9 3 99 RBF REVISED PLAN TYPES - O A JT JM MT DEPARTMENT of PUBLIC WORKS Contractor LOTS 28,29,90,91,96 & 97 HORIZONTAL Pans rep Under The Supervision Of SEE SHEET N0. 1 AS SHOWN ►`•� No.43090 y ACCEPTED BY: DATE: IA, TRACT NO . 23143 -3 0 Inspector Exp. 3/31-W Date: dA,- MIkHAEe DEPUTY DIRECTOR OF PUBLIC WORKS j VERTICAL s �� . TYLMAN RONALD J. PARKS ,A'a.,.. PHASE 2 \'A'/.l O Date Completed l�jf 1 v`` EO�� 43090 3-31-09-30-01 PRECISE GRADING PLAN �0- R.C.E. No. Expires r es d 19744 N/A OF C1►�-� p R.C.E. No. Expires LOTS 28-29 & LOTS 89-98 SHEET 2 OF 2 - J . ..