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HomeMy WebLinkAboutLot 49-60 & 11 & 14-18, 28-32 Precise Grading 10-ROYAL CREST DR 02 STONEF I ELD LN. GRADING NOTES OO®NORTHSH I RELC I RCLELE RPED 05 -WARWICK LN. 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tr ct NOE 23143 1 nd 11 � 119 4 ©MAJESTIC COURT CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. & ` 3 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE CROWN E HILL PAUBA VIA RAMI �� 6 5 SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. ►AcC 2 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . 71 SAS 1a� 's ' 1 i Precise GradingPlan Phase - 3 �� � 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. LOTS 14-18 28 - 32 23143 -11Lots 49 60 23143 1 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT � SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ' ■ ■ F10FICOPLACED,AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS In City of Tem ecula State of California RDOVER 1 DEEP. �T�9 ��7 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA \ HWY. 79 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 13 12 \ ,` TO SAN DIEGO GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, r 37 j \ r PROJECT SITE GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 36 �y �� 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG s 35 VICINITY MAP TOP OF CUT SLOPES. 2, 2° 3+ �y \ NOT TO SCALE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 22 71 \ ONE FOOT. / ' 70 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 72 ` THE PRELIMINARY SOILS INVESTIGATION BY: PETRA DATED JUNE 4. 2001 . 23 27 60 \ 25 \$1 � HIGH POINT TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE U) 24 25 73 / A PAD ELEV. -0. MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDso ATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. „' 67 �� 74 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING q 36 40 i DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE \ 75 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS I NSPEC- 22 �- \ 10' i1P. 10'IPP. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 21 37 41 EACH LOT. '� 65 �� i 5' (� B 5' 5' B C C 20 1 m 76 i MIN NOTED) � MIN MIN NOTED) MI 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 36 42 64 ` PAD PAD BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE 24 77 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT '° FF Z Z FF CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 35 43 54 ; e 25 16' e e 16' 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS tn % 16 61 i MIN. MIN. BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS �] 34 61 62 63 78 79 80 1 z z 53 1 MATERIAL. 25 44 z ae _ i z - 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN v� 17 48 1 omn rrc> > 52 , i �0 b\ `" 10� C" I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. y 47 - '�' � MAx MAk 1 PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF 16 2733 , 46 - � I FILL MATERIAL. � 45 51 R W 14• DURING PERMANENTTUGH DRAINAGE NG OPERATIONS AND STRUCTURES, TEMPORARYRTO DRAINAGE TRUCTION CONTROL OF b 15 26 30 3132 6 7 6 s 4 3 2 1 ' 50 TYPICAL SIDE YARD DRAINAGE 0 0 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 20 10 9 / 0 __ _ DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE ADJACENT PROPERTIES. 11 „ _ -- - - - - - - - OYAL' ,A CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED LEGEND BY THE DIRECTOR OF PUBLIC WORKS. o TOP OF CURB 0000.00 a_ Ln 16. TOLEXISTING DRAINAGE FUNCTION, ESPECIALLY OURSES ON THE PROJECT SITE MUST DURING STORM CONDITIONS. PROTECTIVE NUE FOW LINE TC SCALE: 1 " = 150 SHEET INDEX R MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. �� / LOTS INCLUDED SHT . 1 TITLE SHEET 6" MIN. 6" MIN. 5' MIN. 5' MIN. 6" MIN. o HIGH POINT HP >> MUDSILL 3' MIN. 1 ' 1 ' 3' MIN. CD 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) SHT . 2 PRECISE GRADING PLAN (LOTS 49-60 -1 ) IN GARAGE AREAS MUDSILL M I N. M I N. MUDSILL o SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT FINISHED GRADE FG INDEX MAP SHT . 3 PRECISE GRADING PLAN (LOTS 14-18 , 28-32 -11 GARAGE FLOOR SILL IS 6" MIN FG FG ABOVE GARAGE AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. _ o 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING FINISHED SURFACE FS -•- � FLOOR SLAB m PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- GRADE BREAK GB GARAGE DETAIL 12 MIN. F 12 MIN. 0 TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL El Elo DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GARAGE FLOOR GF 0000.0 c') OPTIONAL 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 00 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PAD ELEVATION PE 0000.0 ❑ ❑ --- i LIBRARY 21% MAX. MIN. 21% MAX. PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 12" MIN. ABOVE PAD ELEV. OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE FINISHED FLOOR FF 0000.0 I SECTION B- B Cr PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS INDICATES ROUND OFF TOP SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, WATERSERVICE STEP DOWN W 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT � P/L IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER TO GARAGE E 5' 10.R. SEWER SERVICE �S FLOOR 5' MIN. P/L 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT DRIVEWAY PAD ELEV 3' MIN. 1 ' LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. E PER PLAN MUDSILL MIN. 6" MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SLOPE ---�--- Q� N - A SECTION A 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR LOT NUMBER 12 0.2' �.N EXTRA DEPTH d TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FOR REAR YARD SLOPES GREATER FOOTING UNIT TYPE/ELEVATION 2 A PAD ELEV THAN 5' IN VERTICAL HEIGHT =FG-PAD ELEV 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE PER PLAN FL 2: 1 MAX. N THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- INVERT ELEVATION IE PLAN 1 AC PLAN 2 A PLAN 2-B C PLAN 3 WHERE NECESSARY MIN. 6" MIN. Cl) RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON P L A N 1 B REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED BACKWATER VALVES BW 2% MIN. > TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 21% MAX- SECTION C- C 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR ENHANCED BLDG. ELEVATIONS PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING RIGHT SIDE ESR THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. LEFT SIDE ESL TYPICAL FOOTPRINTS THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE REAR EB N.T.S. a CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. CONSTRUCTION NOTES & QUANTITY ESTIMATELO INDICATES EXTRA DEPTH FOOTING X' oF NO. QUANTITY UNIT a 01 LOT GRADING (22 LOTS x 50 C.Y. ) 1100 CY cn0 Ld UNDERGROUND SERVICE BENCH MARK SOURCE OF TOPOGRAPHY OWNER f DEVELOPER �3 INSTALL 6" AREA DRAIN PER NDS 40 OR EQUIVALENT 3 EA / O Ap! PLANNING 0 DESIGN 0 CONSTRUCTION BASIS OF BEARING NOTE ALERT COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026 .428 ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. US HOME ® INSTALL 3" CLEANOUT 9 EA Z 2 1/2" BRASS DISC I N CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 ANAANAMAI N STREET, SUITE 1 A 391 NORTH MAIN STREET THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE o FROM INTERSECTION MAI N AND FROM STREET IN TEMECULA AND FRONT STREET647 CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. Q CALL TOLL FREE TEMECULA,CALIFORNIA 92591-4679 27555 YNEZ ROAD, SUITE 400 RIVERSIDE, CA 92501 SUITE 300 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL 0 IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLECORONA, CA. 92880 1-800-422-4133 (GT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 6$5-5103 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE C O N S U LT I N ES 909.676.8042 • FAX 909.676.7240 • www.RBF.com (909) 817-3500 COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. J P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE FLOWN: SEPTEMBER 30, 1999 ATTN: RANDY SCHROEDER o TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. L D0 3-2 9 9 G R Q J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q%OVESSIpA, DESIGNED BY DRAWN BY CHECKED BY CITY 0 F TEMECULA Drawing No . o TA M. GALLAHER/J. EVERS M. GALLAHER/J.EVERS J. TANNER RECOMMENDED BY: DATE: l O DEPARTMENT OF PUBLIC WORKS Q Contractor HORIZONTAL ` `y y � f � Plans Prepared Under The Supervision Of ACCEPTED BY: DATE: �z �3 4 of TcG CROWNE HILL o 1 - 20 No.60132 0 �- / S / b.3 DEPUTY DIRECTOR OF PUBLIC WORKS o~� 4r 1 In Inspector Exp. 6/30/04 <-- Date: RONALD P _ TRACT 23143-1 LOTS 49-60 VERTICAL f' p I �� ���� JOHN D. TANNER III` 0 LD J. ARKS TRACT 23143-11 LOTS 14-18 and 28-32 Q Date Completed PF OF C�I�E� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Ex �r- -1a89 0 N/A p i r es 9-30-05 - . „ PRECISE GRADING PLANS PHASE-3 SHEET 1 of 3 PE=1281 .5 PE=1295.0 2 1 PE=1,,306 .3 J'a �+ 21 72.880 [41 � 9 �.0 79.fig' PE=1318.3 �5 44 X I ST. ,� ro �,, 68.76' 95.7 RET. W � 15•� 1% MIN. FL N I W71 --- �S 1 92.00' PE=1319 .0 z PE=1270.6Lj F1 , f '� as z �rN' 1318 5 'm � �: o - •0 'S PROPOSED WALL 1 1 rn -- 1% MIN. FL-W �� g 1 X M I t . x CV � �$• �.o �+ PER PHASE 2 F6 6 c°',1 -� FG 6' - 0 2: 1 ~' N x in Ni z �' 182.54' 19.4 � N 7 W / TF Cb 10 1 ,._. _... 5 r 13 - -- 3 FG 1 F FG 13 C- z 10 - �� - 2 •aID g FF=1296.4 = y�o ^h� _ Qo Z 2' 8 A-R �, t° 54.9't 2 21 N PE=1295.9 aK 2.7't I ® 06.5 �h h• 51 F`1 1 .6 S LF P 4 F g 5 P 0 1 PI bt o N K � 318.8 5 _0 17• ERF F3 R FG �_ 0 1 �1318.3 X31 �2 N 14- if 2 IE "o \!-R/ ti ri►. 4 n 19.0 18.9 IE 10' FF=1307.1 11,01 o.s' w FG Hp � 2: 1 vo FF=1315.0 O �� �. PE=1306.6 38.69 '� PE=1314. 5 131 � 12 .* �\ n ' �r MIN A ® z o 3 TOO - ,, 1317. 1 j y 3g PE=1271 .3 s�.o3i Q c �` °• '�� j� • ��1$• N att �5 5 '- B W 0.5' °o --1,317. G, • `r `� "s �tN�A C� o 6 .5't �W 80 `0 9p Iry in ^ 2. 6 1 S G '` : GF=1295.90 = 1306.60 c1�. •�' �•.hog 1 .7 22.40' FG � 1 a G 1305.2 GF=1306.60 16.80 * 6 t �5 1316.8 ! o ,� MIN. 19• .t 0.a.� PE t �••� � 06.s �`� ,3.9 '* �'� ►. '� �� •s. F O•� 1� 2 115 LF PE=1334.5 294. 1 03.79 .--v a ^ ^ .,• 6 '+' �b O v 4 E'E 1294.3 1306.6 `� 1F306.3 I E 4 `° FG _ 1C .60' 1 N ,151•4 �-.2 �� ���1 6 o ti 0 S=1.0,T P w E-{� - FG r �' g 1313.1 1313.5 Z E� N j :� 1 G �° 1 MI S - 4� be 04. I ao _0 I� S 4 t �F 6 Z N. "� rn 1 2: 1 � i• S.. P�� ��' A' N 2.3 ami � S M ,1' N•� 5.0 N - •0,3p8 �r14a 6 N `� doo C14 �'4, 79.47' S w '� 40.59' S ry M w _ 4 .�•�' 1 1 N N V_ 6.84 TC r` Inr 4 LU 1514 �, 1 IE �►� 0� / j '� o �N m7 D- • A 04 15 war ^� 64.2r.� �, �� °°1 •3r M ,! TICCO RT ? ^•1 n �aS '9 _ " Z 2 , 31 _ V t 13+00 F 1 14+00 a 14 90. �0 1. `� ;�o ? o � F - ^ 77 v - - - - (D t fF 6.5% 2x �' PE=1333.6 g �1� c� t SEWER- 40 - .- --- __ --- , 18.8 8 MZN• .Q�� �' �• crb• Iri u RIM rn Cr). Ii i r ,`G 1 •l �� o no W 1 6 91 .7 , FG LF 10 LF �• N ti o�G 1 m ccun, ori ' j`�D`3 S `� �i �\'\ ,\ti V N - +° 'r"�7`f�`�' 8 cIi �' t �S Y 1 1S•45 IE 9 62' DF 0. 1 82.23 4 �°� 1E �� NII �� '\p.�• "� o C * -mss •s 1 1.8 • 10 52• I . ,, a• N•O, 51 88 5 FRS 8 (D ,� •7 509, .mac o 1ERF 0 �2. S---2.3 PVC 92.64 4 1p �F 3 0 t' `° r�C� ,�o �r- w'1 •� 1x�r �,� ZE • � _ 1 _Z•p _0 h• 7 N. _ 7 2: 1 S M Z 0 5.0014 ..`� 8 ca 123 LF 3"pyC pVC �6'�. N 22 LF " PVC 2`s.0o' S7. s w - -'704 VC w s .... s?�. ,�.� -max `` W 19. -o. sz 21 LF 3 3• °' 4 .- 3.51 F 3 Pig s t'�•9- " Tw �j •6 } '� G8 22 L 8 w 21•�' FS-c � '7 ` 7 1F A 4 f t X20' 1290.40 I N ,� ,��, E, 0 5-2 _ F _ 57.9.t F �• v .�• \ / 6 FG 4 °� / N �ry 9 4 Y,1!+ N S =- '� � 26 8't , ,► '�� �' ° `~ pq5• Vy `7 I�A • N IF- CP `v ' (o Ch 4 1� DROP 6N 1 4 3' N 116 S �s•9J ? �� o"? o FG 88.20 4 to _ 111P lop 0) IEFG N o 2.1.x 1300.80 98.60 - 11. �,, FS-GB t 1 3 15 419- 9 1290.80 #1290.40 90.2 a 11.3 LF G I 4 ''�'=0 0.5' N 1 1 I 1315.16 - •'Dem. 18.9 '�� �� . •.�► PE=1332.6 FG cm E 61 o FL � DROP � FG �� �� f � S 1311.23 � 15 3 10 LF 21.6'* N DROP GF=1300.80 5 GF-1311. r 1315.8 1315.64 � 1 , PE=1275.3 3 3 vC FG �o �9• •0 8 1 1 LF 0 Wop S=.0 7 rn 1312.40 ,3,1.1 ' �� ,� " •p s�3 •J '��' FG 2x ® 4 PER PI PE Z. 1 - 91 23.6't FG - - .%�o 14 S 1.0z ® . 25.19 LF •80 "' 10 LF = 'w N' •� `ss► 13 °D Z- 10 � 90.4 �- 2 DOROP �.P0349 K 'n 0.7 DF •- �- 1) / FL-I-P 2: 1 0.5 3 N s' A DROPV 21 ;i y 18 1290'80 FF=1301 .6 00.2 50 10 LDF 57 6, g= 13,9• 1,Y 2: 1 � 90. 1 TG - F MrN• FG FF=1291.3 z PE= .1 3 99.48 I E � 2. 1 2 89.35 I E 10 LF 3 6 z \.,. 1 4.5 �0 PE-,290.8 O " ,0 LF z �` O .. I 3 0.1 OF Bw 1312. 0.5 DF _� , 3 E O � 1301.10 ,301 FG EFF=1312.9 14 2't 10 LF FF=1317.0 we �' �' _ = W 1 3 t FG G 5 A d. FW w 1 X"' PE-1312.4 6.3 LF PE=1316.5 19 5 ry A q °D LJ w 0.3 DF ` '� F'1� g �� aD NL= in •\`�► I B w 131 1316.30 B w 1 1 . �4.g"1 'L,r . �� X319 plc, 6 r� Z a� FG F y- F6 PE=1331 .6 0 9� •5 �w N 1290.5 _� p��.`�c * - N ° off' �FCa L_ - r.- FG , � CID 1315. - ate �o' 1% MIN. V1' 2 o Nle ` �6,s \ MIN• 'fir ti PE=1277. 4 0 2 .� `�(% MIN. p� M m COM J I 1 - -- •tf 1 * ail 1 r�I� 29 1% MIN. o \ -* c'T, .� 4f 0. F � 01 1 LF -Pk 2 '� a �' M ao � O 2 a ~' •S�F 3"' 1X MIN. •Sa+1•s N ,�o�$'�O�C� v ao ry ,� 19.4 0 �' o 2: 1 W ori w N �p 5 T 1�� A �� 19•p FG �r �` 4 �w ca ,�• �` ' 17 19.0 a' CO 19 �F NOUN LO 6 FG J i 2: 1 •. ~4co �t 13_• rE PEfd� 39 �(D U) ati �.W �+ 8 j f I�c- ,� �r r C~ •� n7•NI Td. ^�� 4 E 0 r•u� 0 Q1` 8'9 IE 34 a_ •r•� �,�11 �. ^h � toQDit 1 �T' PE=1330.7 LO LiCv J �-75, � �� v W • ait .--.- � y,p+�. Li W M oo \F 5 GRAVEL BACKFILL PO p�'13 � 72.01' 93.45' 4 �'1 • TW fi TO 1 .0 02.2 1 � � 90.16 In � 113.7 PER PLAN � •o, • °D �, `n �O � HOA SLOPE ® ® PE=1313.9 PE=1322.5 PE=1328.2 PE=1330.3 PAD ELEVATION® PER P 4,. PERF. PIPE W/FILTER w COVER k ROCK BACKFILL PE=1331 .5 IF TO CONNECT TO YARD DRAIN, p RF TERMINATES AT END OF WALL z { CONSTRUCTION NOTES OR LOT LINE. o ' 3* PVC UNDERGROUND SERVICE p�wlV N I!V D ■ D E R I D FI ■ C O!V iTR W CT l O IV r ?Q. Q1 CONSTRUCT C18 DRAIN PER CITY OF TEIu�CULA STD. N0. 303 TF PER �� - ALERT 1% MIN l�-� J 20 0 20 40 60 O2 PROPOSED RETAINING WALL PER SEPARATE PERMIT i CALL TOLL FREE 275M YIEZ ROAD,sura 400 Q3 INSTALL 6" AREA DRAIN PER Nos 40. OR EQUIVALENT z 1-800-422-4133 ��" •CALF-CMA 92.%t­%79WALL CROSS SECTION Q CONSULTING 9W.676JKM ■ FAX 909.6767240 ■ www.F F.00m » J GRAPHIC SCALE Q4 INSTALL 3 A NOT TO SCALE o TWO WORKING DAYS BEFORE YOU DIG L D 0 3-2 9 9 G CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK �� Q�pF E S S 1 p�, DESIGNED BY DRAWN BY CHECKED BY � ` Drawing NO. i CITY OF TEMECULA M c�'�� M. GALLAHER/J. EVERS M. GALLAHER/J.EVERS J. TANNER RECOMMENDED BY: DATE. DEPARTMENT OF PUBLIC WORKS ,n HORIZONTAL `V��O 0 � "r o Contractor Plans ans Prepared Under The Supervision s I on Of ! T o 1" = 20 No.80132 ACCEPTED BY: DATE. t a3 CROWNE HILL2 Inspector °� I Date: / to a3 DEPUTY DIRECTOR OF PUBLIC WORKS � - G/M/C* JOHN D. TANNER III RONALD J- PARKS _- -�}_ TRACT 23143-1 VERTICAL st cI y 1�. ��� rr LOTS 49-60 0 Date Completed 'jf o `��o�. R.C.E. No. 60132 Expires 6-30-04 R.C.E. 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FF=1335.0 Mm 0.1 DF M 0.3' DF = 10 LF FF=1336.0 z FF=1333.) 10 LF 10 LF M z PE=1333.6 st 10 LF 0.3 DF 0.2 0.4 DF PE=1335.5 10 LF at 4' 10 LFDF =1334.5 r 10 10 LF 4' M 10 LF PE=1332.6 0.4' 0.5' 0.4 DF DROP aK 0.3 LFDF 0.2' DF 0.4' DF - 0 0.4' DF DROP 0.5' BW 10 LF 10 LF 5' BW 5 BW DROP 10 DF 0.4 DF 0.5' 4' 0 5�DF DROP 5-1 0.X336.0 �* � � 10 LF 334.1 tea' S 1331.2 5' -GB 49 LF 1333.2 1332.3 335.2 GF=1335.9 0.1' DF 0.6' DF 4.75 E-W n [-GB FG O96LFDF 0.5' 101 LF as 5' GF=1335.0 ENEENNEENEWN1333.3 DROP 1334.9 0 �' 7 �e 4.9 N _ �s [� GF=1334.0 GF-1333.1 2.5 'I GF=133 332. "� M FG �_ r w N ��8 r Ca �r _ ,_�o N _ r� 0.5 11 LF w, FG 4 F �" 0 5' "' r FG +e G .o ,') DROP .2 DF % 1331. 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F n •- 1 10 LF 0.1 OF I 1333.6 1 N FGDF G ---J 0.1' DF I FG G 1332.4 Li 1 -- 1X MIN. 1 .5 1 L -- FG FG _ 2i -I-P �' +I Z ?1:1 V) o 1X MIN. z V- 1X MIN. a > *2 'In * 1 1% MIN. 11�IM5• - - 1X MIN. n 13,E . M E-W ori rn � v p h A> b � b b � •� sAb* s •s s o rs ' rs ' �' •� rs' � 60.00' � 60.00' '� 60.00' 60.00' '� so.00' c� -- - _ --- --- - _ - - - - - - - - - - - - -r--- - - - _ ,... �_ .,.. 1335 2LC) : 11 SLOPE co 1330 W 20 0 20 40 60 � U ® F W PE=1319 .0 PE=1319 .0 PE=1319 .0 GRAPHIC SCALE z PE=1319 .0 PE=1319 .0 WDERGROQ UND SERVICE ALERT I N CONNTRUCTION J CALL TOLL FREE ■ ■ ■ 27664 YNQ ROAD,sUxrE 400 0 1-800--422-4133 , A,CALFOMA 92MI-4679 Q CONSULT 1 N(3 909.e7s.9042 - FAx 9M.676.7240 - www,RW.com TWO WORKING DAYS BEFORE YOU DIG LD03-299GR Q CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE ��� ESS 1 pN DESIGNED BY DRAWN BY CHECKED BY Drawing No. ) p �� M. GALLAHER/J. EVERS M. GALLAHER/J.EVERS J. TANNER RECOMMENDED BY: DATE: / CITY OF TDEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL ,�''� ►� �� Plans Prepared Under The Supervision Of o ,. _ A ~' M LACCEPTED BY: 4zDATE: �Z'/ ¢3 LO �p1.V r" CROWNE H I LL r Inspector ° Up. 6/30/04 Date: �z 't� e3 DEPUTY DIRECTOR OF PUBLIC WORKS JOHN D. TANNER I RONALD J. PARKS _ TRACT 23143-11 �. Date Completed VERTICAL r'l Cl i` �,�� LOTS 14--18 & 28-32 0 pF C A` o R.C.E. No. 60132 Exp i res 6-30--04 R.C.E. No. 19744 Expires 9-30-05 _ PRECISE GRADING PLANS PHASE-3 SHEET 3 O 3