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HomeMy WebLinkAboutLot 37-47 Precise Grading LEGEND AC 1\ 0 4F 23 1 jz3 Z. TOP of CURB 0000.00 T.C. FLOW LINE F.L. HPPONT FD R CIS GRADING P1 AN AZMIN, HIGH POINT H.P. I'-\-PAD ELEV.A FINISHED GRADE F.G. FINISHED SURFACE F.S. GARAGE FLOOR GF 0000.0 1% MIN. 15'TYP, NOTED) NOTED)1% MIN. 15'TYP, PKW VIA RMI (EXCEPT C"*F (EXCEPT P1 1ASE 5 PAD ELEVATION PE 0000.0 s ARE B 5 5 B VKRr C 5 C 55 M � PROJECT MIN MIN MIN MIN 25 24 �' �� SITE 54 56 FINISHED FLOOR FF 0000.0 26 23 aj 52 W i 22 18 r WATER SERVICE W ? z z X ` 53 57 N58 7 21 19 SEWER SERVICE S 60 59 77 79 2 1 27 !' P'ID PtCti AIR VACUUM RELEASE VALVE (AVR) o f8 fit 76 80 3 28 35 m SM DIEM RD, oo z a o - ? +e 34 �4 FIRE HYDRANT rox oN Q 47 fit 75 4 81 \ 4 29 33 MAX X 46 63 7 82 17 F I 23 4 VAY DRIVEWAY 45 64 73 \ 1 30 31 32 MIY, 19 44 � fi5 83 ��94 5 52 � STREET LIGHT 2 g4 g3 6 15 53 S 1 TE TYPICAL SIDE YARD DRAINAGE 43 66 7 1 _ 51 VICINITY MAP III 7 ,4 SLOPE DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 42 67 85 92 7 54 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 41 F&I 68 70 1 86 8 13 5 50 NOT TO SCALE EXTRA DEPTH FOOTING 91 5 AMOUNT OF � 40 69 87 89 0 g 9 12 56 49 INDICATES � 3g 9 .� EXTRA DEPTH FOOTING �'J 38 9 1 � 99 � � 73 37 ACCESS RAMP 36 35 34 -. 100 10 57 65 GRADING NOTES �� 101 � 33 32 02 8 57 72 31 1 LOT NUMBER X � � 9 10 30 29 28 103 58 fi4 68 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE CALIFORNIA 10' OR 12' v 11 12 13 27 104 63 I BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. INDICATES MODEL 6' �; 14 26 105 59 0 9 %/ 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. 48" 16" -Al15 16 17 25 "\ 6 62 '✓ DRAINAGE SWALES SHALL BE A�MINIMUM OF 0.2' DEEP AND SHALL BE UNIT TYPE 4B MIN. TYP. Q 1g 24 61 �� CONSTRUCTED A MINIMUM OF 2 FROM TOPS OF CUT OR FILL SLOPES. INDICATES ELEVATION I MAI L OX 12" M I N. 12" M I N. ABOVE PAD ELEV. 4 8 7 6 19 23 63 �' 57 74 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . 11 WATER BLOW-OFF (TYP. ) CL-R. ' S 4 20 22 62 58 75 4. PROVIDE 5WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL C)l (FACE OF CURB TO Q OF POST) 3 2 61 60 59 FILL SLOPES OVER 5' HIGH. OR (6" BACK OC CURB TO � OF POST) ROUND OFF TOP 1 52 78 THIS LOT REQUIRES A BACKWATER 21 51 77 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT VALVE PER APPROVED WATER AND BW P/L 5, 17 -!- 50 74 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SEWER PLANS. PER SECT. 409 OF U.P.C. P.C.C. CURB & � a O 49 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS SIDEWALK � 72 18 (53 OVER 1 ' DEEP. GUTTER 68 19 MAILBOX LOCATION 5 4 64 I 31 20 21 22 48 54 ,. 0 79 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA 3 2 1 30 \ 8 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 6 32 29 48 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO DETAIL N _ 16 I 28 27 26 25 24 3 - 47 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, SECTION A A 71 '� 2 46 55 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. N.T.S. FOR REAR YARD SLOPES GREATER I 7 15 I 33 -- 56 THAN 5' IN VERTICAL HEIGHT 45 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG g TOP OF CUT SLOPES. 9 39 0 ,1 12 13 14 35 3fi 37 38 40 41 42 43 1 44M 8. FINAL COMPACTION REPORT WILL BE REQUIRED F`OR ALL FILLS GREATER THAN o 6" MIN. 5' MIN. P/L 5' MIN. 6" MIN. ONE FOOT, 00 3' MIN. 1 ' 0.-dI1 ' 3' MIN. ( 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF o MUDSILL MIN. MIN. MUDSILLTHE PRELIMINARY SOILS INVESTIGATION BY: M 0 PETRA GEOTECHNICAL, INC. ON SEPTEMBER 23, 1998 I NDEX MAP 00 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 144- ENGINEERING ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- S C A L D V = 200' MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- o 12 MIN. 12' MIN. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. o cn CO 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. LOTS INCLUDED 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING aoo DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE � 21% MAX. MIN. 21% MAX. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- S E C T I 0 N B _ B PLAN TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR W 1 PLAN EACH LOT. o x n PLAN 3 �n 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 48.00' 50.00' � SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 5' MIN. P/L EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 3' MIN. 1 ' 50.00' THE APPROVAL OF FINAL INSPECTION. E MUDSILL MIN. 6 MIN. C O N S TR U C TI O N NOTES & QUANTITY ESTIMATE 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT "7 it N0. M QUANTITY UNIT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. o LOT GRADING ( 11 LOTS x 15 C.Y./LOT) 165 C.Y. o 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING o 12" MIN. 2: 1 MAX. TYPICAL O V E R A L L F 0 0 T P R I N T D I M E N S I O N S O INSTALL 4 PVC SCHEDULE 40 122.4 L.F. PAD ONE(WITHIRESPECTERE TO MEANSPECIFIC SEA LEVEL) SHALLONS ARE BEREQUIRED, IVEN. IFTHE AN ELEVA- PO " MIN. 3 INSTALL 4" GRATE PER N.D.S. NO. 14 OR EQUIVALENT 2 EA. TION WITH RESPECT TO ADJACENT GROUND)SURFACE IS REQUIRED,THE ACTUAL 0 2% MIN. 6 0 21% MAX. ( PRODUCT 2 )_ DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 0 SCALE: 1 ' = 30' . Q CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 303 2 EA. 3 ICE q SECTION C - C 0 INSTALL 4" CLEANOUT 4 EA. 15. EROSION CONTROL: CENTERSROREOTHERPAPPROVED ES SHALL BE PLANTED r- 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- 'n TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS o SHALL BE PLANTED AT 10 ON CENTERS, TREES, 20 ON CENTER, COMBINA- ao TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE It PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER Ln Underground Service Alert U.P.C. CHAPTER 10.R. En 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR = 1�bbeTt &�Ef1, 11'illZa�rt �'insf Associates TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. PROFESSIONAL EWIWM, FLAMERS & %RWYORS 21566WE , ST. 09TBM CA. 201z MAB 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE o CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- ¢ 1-800-422-4133 RIVERSIDE Cp!DIS DFSI9YITlpt T-" RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON i M THE I20�NIEECTI MC. �D WO C�I�LIf.0. 3.4 OB SIM d RICHMOND AFRICAN REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED MUD CALIF.IO. M'KRT111E'Sf OF RWN CALIF.10. 13i MR OF A 4'2106 ML 104 W. GRAND AVE. , SUITE A TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 3 FEICE,2'U Of POWER POLE 11151131E. SET FIU&G WITNESS POST 1'INFEST ESCOND I DO, CA 92025 OF OWaIENf• (760) 145-1605 0 TWO WORK I NG DAYS BEFORE YOU D I G LDoo-041 GR�u.ME }13-o OR. it3O.31� Co 14- CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE 1W SSI DESIGNED DESIGNED BY DRAWN BY CHECKED BY Drawing No. 0 '�� JT JT MT RECOMMENDED BY: DATE: Z C I TY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS .6- a ¢ Contractor HORIZONTAL .�`� �� �l` �y� I an Pr red Under The Supervision Of , Q ACCEPTED BY: DATE: ZZ �� TRACT NO . 23143-4 SEE ABOVE AS SHOWN �► No.43090 o r � Ex 3 -00 � Date. DEPUTY DIRECTOR OF PUBLIC WORKS .A.,' �_T.r:,r PHASE 5 0 Inspector p RONALD J. PARKS VERTICAL s� C1 ��, ��� 'M I C AEL YLMAN PRECISE GRAD I NG PLAN Date Completed � � R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-01 ` LOTS OTS 37-47 N/A OF C k\A� TITLE SHEET SHEET 1 oF 20 nATF PRFPARFn- 1 1 /:in/94 5.62% EXIST. aft GUTTER �D6k 4 , -R TR 2 J 1 a INTI, CONSTRUCTION_ NOTES: 61 0 6101 -- s9 s 43_4 63+29 Rs cTI No o s R/w ` °'01 Tc EXIsr• 1 •°6 F°N O2 INSTALL 4" PVC 40NOW eX F 1-s2' , G. 8.65 OLp X RD. ' EXIST. 2: 1 SLOPE x B K� �3 INSTALL 4" GRATE PER N.D.S. NO. 14 OR EQUIVALENT 1 PER ROUGH GRADING PLANS 0 CONSTRUCT PRIVATE DRAIN TOUGH CURB PER CITY OF TEMECULA STD. 303 6,+ 0 0 59. 63 5 INSTALL 4" CLEANOUT `P� XIST• SLOPE t DRAINA ^•,`rte 04 .a4 TC E Tp H.O.A• � `- EASEMENT -- -- cr) SD �' _ 6 ,1� sir 176 MIN _ ,� 1 45.8 °° 1 44. S 3 i 8 ' 1 43.5 ��,• CO �1 48 47.8 47.8 • 46.o I 000_FL, P N / S _ 0 10' FG 3 FG 46.0 I a w I A3 8 IFFIG 5 I / It \ 10 FF 1248.3 ? I , / 1 43.7 `/41��2 . 1�AN N d- ?.� G ^ PE 1247.8 F-F I ,� FG 2 43.7 .1 1 z W P 1246'S •1 � AR FG �-. 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I EXIST. 2. 1 GRADING PLANS � PER ROUGH z � 1 • 'J 6(� Underground Service Alert ert 1 ' e � 50.08' � � 7. 14' 60.46 ' 3.82 ' ' \ 0 Mmi Mm rill iam Frost & Ass ids � _ PROFESSIONAL ENGINEERS, PLANNERS lk SLRVEYORS _ _ - N 109 .85 2756 YU AN, SIE. 4M*T�EgI_A CA. 92591 I 000 IQ CALL TOLL FREE (909) 676-W42 , FAX (909) 676-720 / I ® I 77.55 , N o 1-800-422--4133 ® © ® �� t PE 1265.7 1 I PE 1267.0 PE 1267.0 1 PE 1264.6 I N°�•-�G Q LDoa-041 GR Two WORKING DAYS BEFORE YOU DIG 0 DES I(TIED BY DRAwN BY CHECKED BY Drawing No. � CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�0 F�S S f pN,�� RECOMMENDED BY: DATE: '�� CITY 0 E T E M E C U�A DEPARTMEhfT of PUBLIC WORKS � JT JT MT A. Ty e HORIZONTAL .�`� c�� �� c� Plans Pr red Under The Supervision Of Contractor , ACCEPTED BY: DATE: 3 Z9 0 TRACT NO . 23143-4 CM SEE SHEET NO. 1 AS SHOWN •43oso Date: d� DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 5 Inspector EXP• 3/31--00 RONALD J. PARKS `a. `A"`� M I CH EL A YLMAN �;A�� �'••�'� A��"�'�'�"� VERTICAL s> c 1� ��! PRECISE GRADING PLAN Date Completed �lF p `�Fo� R.C.E. No. 43090 Expires 3-31--00 R.C.E. No. 19744 Expires 9-30-01 N/A OF LOTS 37-47 SHEET 2 OF 2 r . i •