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HomeMy WebLinkAboutLot 22-29, 62, 63, 79-84 Precise Grading GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. Tract Nion 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM relcise r d "ing an �• OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . r ct 2 136 � F 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL VIA RAMI • FILL SLOPES OVER 5' HIGH. In of` PADAalifornia � 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT � CA � Z�GQ � QQ SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS ROAD r- OVER 1 ' DEEP. .' 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA .;� ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH LEGEND :'• 1 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB 0000.00 ¢" ,�� "�•` �� P ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TC ¢+ r.;. �►5 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. '� "�' • _• k� •� ` pIp PICO FLOW LINERQ- 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. _ POND HIGH POINT HP •�=� 'wl �'' =• I� 39 p 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG �'¢ • •; 5 O HWY. 79 ONE FOOT. 5 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF FINISHED SURFACE FS s,,� -�- "� 5 (h '� TO SAN DIEGO THE PRELIMINARY SOILS INVESTIGATION BY: CONVERSE CONSULTANTS PROJECT S I TE DATED 10/14/99. GARAGE FLOOR GF 0000.0 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 �;; -' -1'k -10 g 65 VICINITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOOM ,.J �� •�c; ' MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 ,,.,� s, low 59 NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 0:" 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WATER SERVICEColo �+ ; DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE ,12 -j6 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 1-5 �k '►`' .EACH LOT. DRIVEWAY 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL `- SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SLOPE __ __ �1 _ BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE 55 2 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER2 52 5a, 83 3 HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 5� 9UNIT TYPE/ELEVATION \ZA/ � 3� A PAD ELEV. -0.2' MIN. 3 3 �' � � ~" _ � 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS �� _ ra �U BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS - - - ^r 2�_ -?`" MATERIAL. INVERT ELEVATION IE �ti �- z z .! ,.. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN BACKWATER VALVESBW w'23 -�'�" + 10 MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. --- �4 PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF TOP OF SLOPE TS $ 1p 3� 32 10 w. N6 1\5 WTW. I FILL MATERIAL. 1001\$ B 55' B C 5' C 21 Z 1� I ' ( I I 5' I 14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF P ZS \ zo 19 - I MIN �) MIN MIN U) MI_11 I PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL TIC 1p 1 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 23 �6 r- I PAD PAD ADJACENT PROPERTIES. $ 9 FF z z FF z 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED Z� b 5 '� 3 .y er 5 6 I 16' 16' be I BY THE DIRECTOR OF PUBLIC WORKS. b 3 I MIN_ v- r MIN. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUEz TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE I Z '� •�` Iz MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO �o oN PROTECT ADJOINING PROPERTIES DURING GRADING OPERAT I ONS. 1 .5 6 9 6 \� A R 0 A °z"�+x °z" x 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS �Z 3 Q R ( ) � � �� �5 R W SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT �2 AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 6l ,3 - 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING TYPICAL SIDE YARD DRAINAGE . PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- ' A"� I - DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- �. CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL b5 51 53 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE •" MIN , PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 5 MIN. 5 MIN. 6" MIN. 6" . SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 3' MIN. 1 ' 13' MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT MUDSILL MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. LOTS INCLUDED _ 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 12" MIN. 12" MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 60' 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 60' 60' „ 2% MIN. 2: 1 MAX. s" TYP. 2% MIN. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 12 MIN. ABOVE PAD ELEV. 21% MAX. MIN. 21% MAX. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ROUND OFF TOP THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- SECTION B- B RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 2 3 P/L • v Cn 5 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED to � e �r a ,'. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. n 1 150 0 150 300 450 5' MIN. P/L �- 3 MIN. 1 MUDSILL MIN. " SECTION A- A 6 MIN. GRAPHIC SCALE TYPICAL FOOTPRINT FOR REAR YARD SLOPES GREATER SCALE: 1 " = 401 THAN 5' IN VERTICAL HEIGHT 12" MIN. a 2: 1 MAX. a BENCH MARK SOURCE OF TOPOGRAPHY OWNER / DEVELOPER llNDE RG ROUND SERVICE ..�...._� BASIS OF BEARING NOTE 2% MIN. 6" MIN. � o ALERT PLANNING ■ DESIGN ■ CONSTRUCTION COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1025.428 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 RBF CONSULTING WOODSIDE HOMES THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX. N FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 27555 YNEZ ROAD, SUITE 400 23121 ANTONIO PARKWAY CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. CALL TSL FREE ■ ■ ■ z YNEZ MM'S M IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE TEMECULA, CA 92591 SUITE 120 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF PARCEL SECTION C- C z 1-$00--422-4133 �•oA W�� � RANCHO SANTA MARGARITA, CA. 92688 Q CONSULTING 9MEMAM . FAX 90®.6767240 www.RBF.c= (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 MAPS I N THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE VERS I DE < P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE 3-24-99 FIELD SURVEY DATA (949) 858-4980 COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. LDC 1-1 MGR a TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 SOUTH OF MONUMENT. z CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCFIMARK SCALE o%I F C S S 1ON DES I( D BY DRAWN BY CI-ECKED BY Drawing No. o �� M. TYLMAN RECOMMENDED BY: DATE. CITY OF TDEPARTMENT of PUBLIC WORKS Contractor HORIZONTAL i�� �� Plans Prepared der The Supervision Of „ _ ACCEPTED BY. DATE. PRECISE GRADING PLAN $ Inspector 1 20 AXP°'/330 pate: t7 DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO . 24136-F/04 M I HAEL A. TY RONALD J. PARKS - PHASE 1: LOTS 22-2�, 8 -8'4 1101 a VERTICAL Jr CIVIV ��� a Date Completed �lF `l�o� R.C.E. No. 4309 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-05 -rf ��ea- PHASE 2: LOTS 26-29 , 79 , 80, 62 k 63 N/A F CA SHEET 1 OF 3 i � o ►'E X73 72-76• '173'0 I PE =74 I , 1172.5 75 I 1 I PE - 1171.7 76 77 74.19 PE - 1171.0 76.14 PE = 1170.1 76.14' , 11776 1 116 116 1 w w ' w1 1150 1155--� 1 -- � . >jw -- .� .0 56 3 FG - 52.0 _ 47.6 - FG o i - - _ _ '� ...�" - � CV G I FG3 �F - I i / o A 1 �� I N s,, e Nw �OI 1% - 1x� n I _ Trlid 0 -.1 11 C 16 � ` U N ? -I 1 W k CA - I / 6111' ao 11 7 _a rn ' t r 8 �W .4 4 FF - 1155. PE = 1155.3 FF = 11 .1 �G I 2 48t - M ' PE = 1147.6 69,' 0 ® O �d o 11 1 I .7 - FF = 1152.5 a _ aK I 5' PE = 1152.0 t ------------ I -------- The V- JPE = 1149.3 --------,_ - i �a I fi.3 I I aN I 1• I s1,s GF 1155.3 GF - 1147.6 10. �A 6 I 4B•p S GF - 1152.0 G 91k'F6 .5 1149. Fp _ O44G N N r 17 F w 76. ~ 35.74 � 4 .00'83.72' 76. o ww S w s - S w S 00 1VOT 'Sr �G o 1, •(G �G 4.48Xri - +N 2-W% I 34 . 33 1 32 - N N ' r t _... C4 1 0 JARANO 0 rn V I A + 11 n N 3 N C M - L' I N - ,. PO }' I ,� I �• w S . w w s w s . S �• 7 _ h 76. 4 r 1��j �6, J .� �,�'• /- CID 'jL $+I..01 WT J 00 -00" 64 Lo AD & 855. - E - 00,00, ti' - ro • FG GF 1156.6 47 _ �9 y G•g FG = F - � �•8 ( F6 1150.0 1153.2 , .3 I FG o t s�• I g3• � r GE 1148.0 F1 } ( a N p I N 0 _ I I_- -------- 9. I I - } � I L- �.-...___._ 5 .2 5' t II -M I 2 � x 5' 3 . -------- 59 �� 11 5 I 3 1� W } o - .3 gw L w e '2 o �' 5.4 t'' z t o II o N FF = 1153.7 FF 1157.1 �' c '3 -O - I = - PE 115fi.fi ,- _ PE 1153.2 t FF = 1150.5 i a' •- PE = 1150.0 5 ? ^� b t { � .C y6. N 140 FG ,. ® _ i II FF = 1148.5 - `T? F w i 2 = 1148.0 0�.>a • - G - _ ----- - -- - 80o o I �g '2 I o 0' 2� 25 -- - I I 57.6 I 61 o 7 TG TS 51.0 I � Ig T 6 I 70.26' N v; , j 94.57 70.80U� 1145 LL- N 04 1 A r1 0 I w a UNDE RG ROUND SERVICE PLANNING ETR ■ DSION ■ CONSUCTION ALERT M 20 0 20 40 60110 N ca CALL TOLL FREE ■ ■ ■ 27 5 YNEZ F40AD,SLUE 400 0 1-800-422-4133 ►,�A Z C C7 N S U LTI N G 909.6MAM • FAx 9M.676.7240 www.RBF.can GRAPHIC SCALE TWO WORKING DAYS BEFORE YOU DIG LDO 1-156GR CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK �A� QO F l s s 1o* DESIGNED BY DRAWN BY CHECKED BY �t Drawing No. o �p J. EVERS J. EVERS M. TYLMAN RECOMMENDED BY: DATE. / CITY OF TDEPARTMENT of PUBLIC WORKS 0 A. Contractor HORIZONTAL ,1`� ��� j��i� �� Tans Pre ared der The Supervision Of 0 1" = 20' No.43090 y - ACCEPTED BY: DATE: IZ � 4/ PRECISE GRADING PLAN o Inspector Exp. 3/31/04 Date: 7 �/ DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 24136 PHASE 1LID MICHAEL A. T A RONALD J. PARKS VERTICAL sl ��! VIA BEJARANO LOTS 81--84 k 22-28 Date Completed �lF �o� 43 0 3-31-04 � =-=-����--�--====-- � ¢ N/A 0r �k�1 R.C.E. No. Expires R.C.E. No. 19744 Ex p i r es 9-30-05 '�f 1 a SHEET 2 OF 3 1 1 1 0% VAIN � 1 1 it ISN 1 � - w 2 1 N ® ,s g 1 � 1 � 4:21 - 1 1 FF - 11 s8.0 2% PE = 1167.5 N , 62.8 O 1 47' \ Q 1 p Ln cr � 1 �� � 1 0 �• l G 76. _ - r 1 N 15+06.1 v �� c�--a 1 _ 1 r r r 62• J W=24 r"rn cr o Q , 1 10 f FG \ N 10 10 • - I 62•� \ 1 N 1.0�zN -- FG rr�t .3% �_ 1.0% OVA l \ TC 22 3 ' - ' ' c 1 � 3 10 FG NIL71 _n(A 1 1 C) � ® ' FG rn 1 \ (P 1 1 2% - 1 a �'. 1 �• _ \ 1 v� 1 FF 1167.2 , woo. g+27.20 or `► j PE = 1166.7 1 $ - /- 0 0 j b w g 9X - al Loa ..• , 9 .7 �i 5g•7 N d,• C 6.t• 21 86 I 58 \ G FG 1 F� FG ,� 10 3 , \ col 1 16. �,7 6b• \ 74.7 FG � ' 4.2 tr � N - .� - o so , LA 1 .� ` 1 � FF = 1162.6 6 �► 1.d% - _ ' � cr. 1 FF = 1159.2 ,r _ pE = 1162.1 - 20 W o PE = 1158.7 �' _ _-r \ 2p _ Lr CD o r O I r- � O - r .r 1 � - O 1 �� 1 62•� � h'` ,fir, r -r � � �� 1 2 1 FG GF r v • : 1162.10 s , I ao 1 G 1 1 •4 - 'Y FG _ ti 1 37 GIF11 57.6 . F( 1 .a `l. �! N - c�` N a5., . o N _ . � � �� O 5 . M 57 r• 7.3� S 36 1 c� a 2. a \ � \ 76.00' • o^•�`� S o Cr$ 07 swoop C-1) � � � � = 1170.20 0 34 n asS 10 1 9 4' 0 4.59 6 00 1 0 •4y rn as x 1166.8p (► W / 06.2bee, 00 �y► - ' s 1163.40 1 1 GF N .s 1 � -- 1 .� 0 _-Ar CID1 _ Q N ^ � 0 ` �• ��N O � O b 1• .' 1 2 O 5' FF 1170.7 FG 3 0Q PE = 1170.law2 69'•� �• .4 •O N© r ^ 1 .2 _ N .9 •2• f N FF 1167.3 611 1 , � • cr' !� z at � 1 -w o QFF _ 1163.9 10 PE = 1163.4 G• 0 - N I4.2 ? 1 I n 32.3 1 o Q '`19 E O Ivry Sw 1 1 IJ CT 1 .� •S 1 cn `y l0 1 z ` CA 62' 1 w n I 1 1 h 04 1 PE 1160.0 � - I cv 1 1 57.d 3 r- � � � 1 69•�'� � � col 1 1 64.470.26• 20 0 20 40 60 9 GRAPHIC SCALE N UNDERGROUND SERVICE 1 O ALERT PLANNING ■ DESIGN ■ CONSTRUCTION O Cy CALL TOLL FREE ■ ■ ■ 27 "EZ raw,SM goo z 1-800-422-4133 TFL&CALR)R"A 9V.%M-* g CONSULTING 9aa.erra. M • FAX 9M.676.72, • www.FW.c= c� TWO WORKING DAYS BEFORE YOU D I G LD01-156GR 2 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE QRpFESSIpH DESIGNED BY DRAWN BY CHECKED BY Drawing No. � v A. J. EVERS J. EVERS M. TYLMAN RECOMMENDED BY: DATE: 1 lel CITY OF T SDEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL ,``� ����� P I ans Pr par Under The Supervision Of •� � y y + F"'''+"� 'fes a o „ = 20' � No•43090 ACCEPTED BY: DATE. o+ PRECISE GRADING PLAN 3 o Inspector Exp. 3/31/04 ,� Date: Z7 RONALD JDEPUTY . PARKSCTOR PUBLIC WORKS IVO 41 PHA T_ J, M I HA A. TRACT . 2 36 , SE 2VERTICAL r c 1 ,�. - VIA BEJARANO LOTS 25-29 79 , SODate CompIeted �jf o� R.C.E. 4JLIIAN 0 3-31-04 ------=== o OF F Ail No. Expires R.C.E.R C E No. 19744 Expires 9-30-05 '''lam 1 SHEET OF a. NSAVIA CAVALO LOTS 62 k 63 3 3 z