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HomeMy WebLinkAboutLot 33-44 & 11 & 9-13, 33-37 Precise Grading GRADING NOTESTract (1)-ROYAL CREST DR No . & �3OREGENTSEHDILLNCIRCLE 1 . ALL GRADING SHALL CONFORM TQ THE 1998 CALIFORNIA BUILDINGg CODE, APPEND I X CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. & TNORTHSH I RE CIRCLE ����► � 4 ®-WARWICK LN. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE4CROWN HI 11, 111 11,11 SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. ■ VIA RMI � PAl1BA 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . r Cr I SGr adingasp -- � an 51�� r 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL P � ROAD FILL SLOPES OVER 5' HIGH. ..... otsLots �... ..... 3-11 ) ` F and 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT r� SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS In Cit Temecul a ate of aliforni a 4'` PIC) PIS OVER 1 DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 1 MY. 79 GRA D I NG IN ACCORDANCE WITH- THE APPROVED GRADING PLAN, PR I OR, TO e ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. To SM1 orE(�D 11 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS,, ALONG � � � PROJECT SITE TOP OF CUT SLOPES. �e >> 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN - VICINITY MAP ONE FOOT. _ �tr ,� f �J ��' NOT TO SCALE _ ���- HIGH POINT 9. ALL GRAD ING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATTONS OF `� PAD ELEv. -o. MIN. THE PRELIMINARY SOILS INVESTIGATION BY: PETRA DATED JUNE 4, 20Q1 . ^�� ' A 1 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- q 1 MIZriz L-000 MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- o L ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 45._ 1t � � / 2r 7b �, 1 ,TSP. 10,TTP. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 4V DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE ab 5' E� $ 5' 5' B a 5` C i REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- i _ i MIN MIN MIN MI TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. �a �� t i PAD PAD 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL / *rFF z z FF z SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL e' 16' a 16' BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPEIN. FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT A, t ` h i CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. aye °' X41 i z z 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS ( �I o o? o - BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS �, '� t ' I �� 1ox,� '0x'fix N �• MATERIAL. X 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN b ?7RW MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATIONASHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF 64 t 11 - TYPICAL SIDE YARD DRAINAGE FILL14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 14 �I . � � � � � Jf �� DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL �' ,� ,e e, f ��� �,1 , CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. O SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ''' i '� i �I� �j o ADJACENT PROPERTIES. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED BY THE DIRECTOR OF PUBLIC WORKS. ~ 5' MIN. 5' MIN. Cn 16. ALL EXISTING DRAINAGE. 000RSES ON THE. PROJECT SITE MUST CONTINUE. 6 MIN. 6 MIN. 6 MIN. a TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MUDSILL 3r MIN. 1 ' 1 ' 3' MIN. LO MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO LEGEND SCALE: 1 " = 150 SHEET INDEX IN GARAGE AREAS MUDS ILL MIN. MIN. MUDSILL 0 PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 0000.00 GARAGE FLOOR SILL IS 6" MIN FG FG a 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND F I VE-TENTHS 1 .5 TOP CURB TC SHT . 1 TITLE SHEET :_ _ ~= T ABOVE GARAGE - ( ) LOTS INCLUDED T FLOOR SLAB SHALL BE SUBMITTED BY SOILS ENG I NEER TO THE ENG I NEER I NG DEPARTMENT FOR CUT FLOW L I NE 0/7ZA SHT in - . 2 PRECISE GRADING PLAN (LOTS 33-38) AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. HIGH POINT HP SHT . 3 PRECISE GRADING PLAN (LOTS 39-44) F I N I SHED GRADE FG SHT . 4 PRECISE GRADING PLAN (LOTS 9-13 , 33-37) GARAGE DETAIL 12" M I N. FL 12" MIN. 0 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING_ FINISHED SURFACE Fs INDEX MAP LO TIONE(E ELEVATH TIONS. WHERCT E SPECIFIC MEAN SEA LEELEVATIONS ARE BERE REQUIRED, AN ELEVA- GRADE BREAK GB 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. cO r TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 21% MAX. MIN. 21% MAX. o DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GARAGE FLOOR GF 0000.0 12" MIN. ABOVE PAD ELEV. T r17�T B- B mSE 1 IV1V LO 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PAD ELEVATION PE 0000.0 F1 t° OPTIONAL ROUND OFF TOP PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES uj OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE FINISHED FLOOR FF 0000.0 --- LIBRARY P/L X PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 5 SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, i 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT WATER SERVICE 5, MIN. P/L IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER INDICATES PAD ELEV 3' MIN. 1 ' 10.R. SEWER SERVICE STEP DOWN TO GARAGE PER PLAN MUDS ILL MIN. " 20. FINISH GRADESHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT DRIVEWAY FLOOR LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. N SECTION A- A EXTRA DEPTH d 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SLOPE FOR REAR YARD SLOPES GREATER FOOTING a PAD ELEV THAN 5 IN VERTICAL HEIGHT =FG-PAD ELEV o 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR LOT NUMBER 12 PER PLAN WHERE NECESSARY 2: 1 MAX. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. UNIT TYPE/ELEVATION \jA 12" MIN. 6" MIN. o 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 0.2 2% MI N THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- INVERT ELEVATION IE 21% MAX. o RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON S ECTION C REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED BACKWATER VALVES BW PLAN 1 PLAN 2 A PLAN 2--BC PLAN 3 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. PLAN 1 B - ENHANCED BLDG. ELEVATIONS 3. RIGHT SIDE ESR LEFT SIDE ESL TYPICAL FOOTPRINT 0 N Ca REAR EB N.T.S. a LO i INDICATES EXTRA � DEPTH FOOTING X 0F a w Ln w UNDERGROUND SERVICE BENCH MARK SOURCE OF TOPOGRAPHY OWNER QF=VELOPER CL ALERT PLANNING ■ DESIGN ■ CONSTRUCTION COUNTY OF RIVERSIDE B.M. N0. T-1-81 EL=1026.428 2 1/200 BRASS DISC I N CONIC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. US HOME BASIS OF BEARING NOTE z n 647 MAIN STREET SUITE 1A 391 NORTH MAIN STREET FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE Q CALL TOLL FREE ■ ■ ■ 27555 mEZ ROAD,SURE 400 IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE R I VERS I DE, CA 92501 SUITE 300 CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. 1-800-422-4133 TMECULA,CALIFOFHA 92591-4679 (909) 686-5103 CORONA, CA. 92880 C O N S U LT I N[3 909476.8042 + FAX 909.676.7240 ■ wwwfW.com (GT 2453) 300 EAST OF PRODUCE STAND M I DWAY BETWEEN P.P. 75580 AND (909) 817-3500 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL � o P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE FLOWN: SEPTEMBER 30, 1999 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. ATTN: RANDY SCHROEDER COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. LD03-241G R z J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �OFESSIp DESIGNED BY DRAWN BY CHECKED BY G a Drawing No. o p ��� M. GALLAHER M. GALLAHER J. TANNER RECOMMENDED BY: DATE: l CITY OF T DEPARTMENT OF PUBLIC WORKS � HORIZONTAL � e Contractor y r� = Plans Prepared Under The Supervision Of pA ACCEPTED BY: DATE: o 1 = 20 w W.60132 � � - -- DEPUTY DIRECTOR OF PUBLIC WORKS � CRO WNE H ILL o Inspector a` Exp. 6/30/04 Date: a 03 TRACT 23143-1 LOTS 33-44 JOHN D. TANNER III RONALD J. PARKS i VERTICAL sf' cI 1� .��! _ - TRACT 23143--11 LOTS 9-13 & 33--37 Q Date Completed 1F p It R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 rf a N/A F c PRECISE GRADING PLANS PHASE-2 SHEET 1 of 4 27 PAD=1299.1 60.78 PAD=1307.9 2: 1 COPE I 43F 97.26, / 25 77.5 I.E. PERF' �q�' 4" 75.25 I.E. 0 S_f PVC 'v PAD-1315.0 78.1 TW 2: 76.8 TF 6 fope •3 60 �.F " A 77.93 ' 4 24 v -E. •9 O Saa�oz� p�C 87 PAD-1319-2 2 23 o � A 87 ' 16 I cy / -6 r PAD 1320.3 2 .0 •3 E a,8 I--� �' °�. 2 1 s 50 L FG -E. 87,5 � � g9.3 � 63 L ® / O S-=1.0% _H \ ,� � A �'2 I.E, 00.0 P r 4~ 25.7 f INSTALL 4" PVC I �' I.E. 0 S*1 TED pyC 2 PIPE AROUND OUTSIDE OF WALL FOOTING PAD=1271.9 � 97.7 �` 'Oz � 16'6 �� 16.2 TW '16 i 7 THIS LOCATION ONLY) 2 I.E• - •zZ / FL-FP / \ $ 2 �'63 I• ` FG 1 1 11.6 TF 2: 1 SLOPE 16.2 T>r ,� * 19.0 18.4 I.E.PERF 1 _ N a; 95 L.F. 4"PVC FG �c 's A 01.3 Tw 12.1 12.1 2 11.fi TF 2.9 �' 9 ^ •r; FG 16.9 1.E. / l - I cO I O S=1.9X 4f 00.0 TF �7 _. / 87. ,,� I A FG 11.0 F 1 X MIN. „� 11.4 N �'? 11.6 TF 1F�, / \\ tv5�,' / 1% MIN. N \ FL FL �` h b G 000'19.1 Trl 03.7 TN i'• � N 1 '� l / ( ro 0 k / 19.0 FG ' �.1 INV• 00. O z 26.60 -- 1% MIN. FP FG 99.7 TF z 1te) F6 �a, v I ',� t T.8 TF 1 t.F• ,0%87.3 V_ X -H N / '��� �� 5 / it Pr 0 S TR 23143- 11 74.75 7180 FG FL z 1 N r--- 3 f• 1 �! 3j hh 5 _ 75?O FG Z r co 12.1 12.1 8 # O / a, 1 10't 88.1 30.80 99.6 � z � � i FG FG 9 "'` ,� hry• / � 1-8.3 FL `D 95 L.F. 4"PVC 88.1 FG lop FG 0.66'* '� / OS-1.0% 24.20' .o ��r °' S / FL I 34 00.5 00.5 z ❑ F•� Sr '�� 2 ❑ FG G 3 r3r 9 FO � 8 / • 1 3r z 2 BW 5 2 IK too r `A 70.2 t col R z� ~ 1 bt 2 B� z � :8' � FF=1312.6 +e •`� � / f9.0 �► PAD=1270.3 69 z °� W e4 %I Z� I RPYT I C _ FF=1288.6 't z A-R _ ► . O PE=1312.1 N M / FG �. 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N N .�7 t 84.86' N $ 1 R/W w _ moo• ��� 10 Q•2 ��N_ �g. IL 73.80 INV. _ I .90 _ 13.00LO 3• co "13� awo n V .2g� " 15 L.F. 4 PVC 4 V �j _16' b5.82 0 X F 4 PVC I - - - OS-1.0% tD � s rn 1 i�, �' o '�`�•16�6 1'1,� 89 .2% 5 as o 35 L.F. 4 PVC S-1. 0% rn c ""- .� �� �,, • 1�.8�" ca 10 S=2.2% N S 8 c, , A �� 8 `� 1 ►.rO +1►�,��I►D •, 104 28 0 _61.13 � �,' � � _ � � '� � � WATER- � _ �G �� •�,y _ - o (c ^ C + N I N / ~ O ItoR1 .. I Sol.E ,� 1 14.17% 15+00 1 16+00 14.17% 17+05.0 '` 'n O d. g -- - �. _. rn 11 i - _... T (0 17+00 SEIIER �. ry ry -•I ! cn A,) 1 ^ P '�• O 16, m REGENTS HILL CIRCLE UD PAD-1319.0 I� J X .T .f. - _ �. CONSTRUCTK M• NOTES (DCONSTRUCT CURB DRAIN PER CITY OF TEMECULA STD. NO. 303 ago ( PROPOSED RETAINING WALL PER SEPARATE PERMIT SEE SHEET 3 r - � � 43 40o dow PAD-t319. 42 PAD-1295.0 C AD=1281.5 PAD=1306.3 0 41 PAD-1318.3 U) w GRAVEL BACKFILL HOA SLOPE C� N PAD ELEVATION PER PLAN 4" PERF. PIPE W/FILTER IF COVER h ROCK BACKFILL �o fR ASC- , TO CONNECT TO YARD DRAIN, z A�qN TERMINATES AT END OF WALL SOAVE: OR LOT L I NE. a =20' 4" PVCLLJ - U UNDERGROUND SERVICE 1% MIN pIF W ALERT PLANNING ■ DESIGN ■ CONSTRUCTION R 20 0 20 40 60 �qN 0 WALL CROSS SECTION FREE 27555 YNEZ ROAD,SUITE 400 1-800-422--4133 HULA,CALIFOI NA 92591-4679 GRAPHIC SCALE A ca CONSULTING 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com NOT TO SCALE LD61-311 GR _j 0 Z TWO WORKING DAYS BEFORE YOU DIG LD03-241GR o CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARKSCALE ���I g$1�� DES IGNED BY DRAWN BY CHECKED BY -/ Dr a w i n 9 No. o J RECOMMENDED BY: DATE: �� 4 CITY DEPARTMENT OF PUBLIC WORKS 0 RBS REV/SSD?� F o�/�eT 33 .3•fie• �p . TA �� M. GALLAHER M. GALLAHER J. TANNER OF TEMECULA Q U Contractor V HORIZONTAL Plans Prepared Under The Supervision Of � In 1 " = 20' ' No.60 " i ACCEPTED BY: DATE: �o �- T CROWNS H I LL 0 Inspector e c t or Exp. e���o� Date: l� 03 DEPUTY DIRECTOR OF PUBLIC WORKS JOHN D. TANNER I RONALD J. PARKS TRACT 23143-1 2 VERTICALf t ti a Date Completed 't j 1 Opp LOTS 33-38 60132 6`30-04 �,N/A or CA� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-3Q-05 o ,�, PREC I SE GRADING PLANS PHASE-2 SHEET 2 OF 4 r 37 PAD-1318.9 PAD=1312.1 ❑ I PAD=1288.1 I 0 , PAD-1300.5 � PAD=1319.0 19.4 19.s rw INV.PAD=1277.8 18.5 TF 49.00 � 11 Jill 11. , R/W TE SH ET 2 -) 5H _ . _ � _ 17 - _ �, SE 8, N 18.2 ( 77 X04.2 _�0' 1% MIN. O FL .- 64.3 17.6 0 ' - L'i �� - �� �, H OX. FL GB WYT PAD=1344.0 � WATER-- _ C -- !,? v - 3X 0.3 DF c,w 2% 1 ! REGENTS HILL CIRCLEN ,4.,7% ,s „ y5� o MIN. z '1 - +14 G7 6C 15+00 �,9 16+00 17+05.0 DWAY '`S c'a�o 15 87. LF 4" VC 14 -� vl + ro os - -�--� 17+00 14' 1 O S 1.0% + 29.01' SEWER o m r _ ,�� 1 16.3 II II 18.7 w w 14+� , �� N v `L� �� '� •� INV. w w m N FL r T m �' �' �G 01 Qti . w w p 1CO .� P C17 T R 23 14 31 1 o cn 8 T60 Ilk _. 87 LF 4"PVC c� -nz ao 1 �to N ,.. _ 1293.64 ��j O S=0.50% o o r 9.94' w S 9.2T� w S 53.99 2 S 29. t w 54.03 2 1 6.20 .1 1 T270 �` �hj C _ �.�f° / :Op _ '3Z 1$.5 E. PERF �. T0+ 4 'L ZF � 93.3 9 - S '� �,, 17.8 S 8� 2= d"`� -t •, '�` 0 17. I.E. 19.8 - - w '`S• S �9- * . FL ao - 40. �� ,►� FL GB rIra, 1 X MIN.N � N 3 18.5 ' 83 93.1 ti w W S r0 5�• 1 1.OX FL GB N 2: 1 S .r w • Fl- " PAD!1343.7 4. 9 e�. CP _ 23.95 16.74 17.9 40 F 4 PIPE N �- M ,� �i1' o � h. r � � INV. a� N •-; 14.8 * .6 p.2 M 3.5% 32'* N k r 1 'I - � � �, g. �C' �_ INV. � 2 I O S .5X - �aR o 7 " 05.0 �.; K �.5D r i V1 8 � o S4' _ t 93.9 94.1 95.0 GF=130fi.3 '� �c d' �` •� �� o�- 50 LF 4 PVC FL�GB 2.Ox `� N� f �� � '` O S=0.5$ %FG 0.5 FS-G8 FG 23.fi0' 2 06.3 C) r o r�r 3�` t ^} FS-Gg GF=1295.00 FG FG, w T� ,��' .9 0. ..r1, s1.o � 10 * 2.2x F .O FG a1.0 FG 30 0 0.5 g _ - _ LOT LIFE _� S� •24 5. I FL GB 94.0 n o 9 GF=1281.00 _ 18.3 QD� ry. 80.4 = FL GB o 42 FG w =1318.3 t FLS _ 1 19.1 W 81.5 FL GB ❑ z _, Tse 18.7 1 17.8 FG 2 8.1'* �°� w �c' INV. 48�00 rte O o S 10 L 4 P N BC r 16.7 I o. "� h �°'' � C IPE 0 S=1 0% 0.5 z z FL G8 41 �r� '` �o• p N 1J.8 TW 18.6 .E. P PI w w 43 6.7'* 2 iv FF=1306.8 2 PE O 64 In � •� �� ,�'� 18.5 17.15 I.E. o 45 44 z \(D .° 1 Ir- �e r PE=1306.3 N 6 ? �C� �~ 0 1_' � ❑ W v, QD W A ��' Q o JO '•O- 7 L 4" PE PIPE PAD-1343.4 I (D B ac to Z= BW o �. �ti ^ 3, ' PAD-1268.8 z 1318,8 8' 81.5 3 �= o) .-. FG rn FF=1295.5 � 10 PE=1318.3 '� �� l m 8.7p* L .3 06.3 �fti fN PE=1295.0 r: G FFG FF=1282.0 32.1'* �o PE=1281.5 18 3 I z 11.63 �T // 19.4 TW � 95.0 0 19.0 FG o i N 18.3 18.1 TF 81.5 81.5 95.0 FG --- I 17.9'* FG i0 18.9 0 I FG FG 12.0* 3.60' 05.5 1 X M I fd,� 1306:1 f N - r� 2.54' I.E. 0 I FL v, FL !f 1 ,mac 18 LO Li LJ 2�•, Z,-,�N'� N i1 17.3 94.2 v 1x MIN. ,� y w oz I FL OFL 1% -- FL rrP m �+ 06.3 .- 94.8 g8.2 Tw r FG 1% MIN.81.2 N FL I-p 94.2 TF _ �j85.97 ' F5310 06.3 �� 01* I PAD-1319.0 10 06.3 FG 0 m LO Tj FG® 8564 .5 LA. ��> f t to LL 52 I .- ► w 81 �r R� PAD-1318.3 ItPADc 1269.7 FG SililljlllllllllllllllIIIIIIIIIIIIIIIIIIII �PARAT I PE FG'0 51 � 85 27 PAD 1314.5 34.88, 50.42' S.9 5 T PAD-1305.6 Q; ro 0 49 N PAD-1295.9 0 CONSTRUCTION NOTES- CONSTRUCT CURB DRAIN PER CITY OF TEIIIECULA STD. NO. 303 Uj 47 O PROPOSED RETAINING WALL PER SEPARATE PERMIT PAD ca .4 3 0 �i 0 N 0 cf7 tD 1-11N I 2 SCBE: 1" 20' v U W %UNDCL ER R UND SERVICE X © PLANNING ■ DESIGN ■ CONSTRUCTION ALERT 20 0 20 40 60 Z 0 a CALL TOLL FREE 27555 YNEZ ROAD,SUITE 400 1-800--422-4133 TBAECULA,CALIFORNIA 92591-4679 GRAPHIC SCALE C 0 N S U LT I N G 909.676.so42 ■ FAX 909.676.7240 ■ www.R6F.cornn O� ,0�� TWO WORKING DAYS BEFORE YOU DIG L D 0 3-2 41 G R z CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE Q�OF E S S rpA, DESIGNED BY DRAWN BY CHECKED BY Drawing No. M. GALLAHER M. GALLAHER J. TANNER RECOMMENDED BY: DATE: /� CITY OF T DEPARTMENT OF PUBLIC WORKS a o K�f ET• ul�u - Z 5 .� �1 ���o o, �y Contractor HORIZONTAL ,� y ,r Plans Prepared Under The Supervision Of / ul „ ACCEPTED BY: DATE: �o�z �3 o T Q. Inspector 1 = 20 ►� No.6013� - - - CROWNE HI L.L o Date: a 2 /w_3 DEPUTY DIRECTOR of PUBLIC WORKS p TRACT 23143-1 JOHN D. TANNER III RONALD J. PARKS u � � T T ,, Date Completed VERTICAL `P�� �1 V 1�- Q,�ti 60132 6-30-04 - ___ __ LOTS 39'-44 R.C.E. No. Expires R.C.E. No. 19744 N A �� �F C A��� 4 P• Expires 9-30 05 fr'q►.989._ PRECISE GRAD I NG PLANS PHASE-2 SHEET 3 of 4 • - -_ _ - _ / -� - y�� PES 1324..1 CIV T. i N It FG rr 1 \ .1 5 ��r1• k 5°� ? \ W N\ 6 1 z MrN. 1.46. 1 0 .0 .9 n r� 1330.5 1329 F 1z tN; FL f+P FL \'8g' r f f o 3 � F 1.6 0 1% MIN 8 ,0 ,1` y jo. ' g 13 31 6 8.91 N ? I z 8'4 F 3 ? 139C� C'�T% ai 888 F �, A 1332 6 B w 3 �' 3 0.7 30.7 5.9' 2g. 11 G - 8 �5 S x z- 2 FG FG 5 FF _132 FG s- r� 1332 1 +e� o p� 1331 B k 3 f B2 •\ ' '1- \ S' �,. A4 FF-1329 N 3p•7 30.7 29 2 \ F� __ S ry a FL G8 FF'_1331 z FG I PE=13 1 PE' Ni cn ' 133 8 \ �o _ 0.7 7 cv a °D 28.3 'Ip 1 �� LOA � x 30.2 _ o I i _z F�" GB G O�31� FL-GB 0 31• -It 7 2- I :229.2 •.� �� 1fix ` C' a k FL- FL tt FG 6.25, 31• r- 30.7 I r 14 4•t 17•01 tiEs� 'a- i FG G 27.8 �'M - I 43� �- o Oak9. F- w ti N 1330.7 2 8 I 29.2 0 FL \a� FG •v, 2• Mh .1329.2 N� w N� gp - GF h S �x oft � ��. 3F0 7 FL-Ge.6 17. 1 N `v•� ti O3 xp �Gf'�i3` rr \ L FS-G8 � 25'.* N _ &� S (0 N I III fi 1A 400 4ow 0 � N 2� h 28,/ �• �w � ��V 15" 0 rri M � urn N a T n rr 3 + 26. 5 17 w o t� I I o LO 99 t 0 LP U � �+ ,� �" o II $ s w � \ comb S 1.1zCL C WATER cv aD 1CD 0 0 0 o� k �, yi �. 5 \ PE=1324.fi o z �,� �� * o �. 3.1.41 ,�. Q S S "' 2.4z �► `Z7 N\ C? FS-GB r- %P 'a, � w► S -r- 1 FG 3 . - s N �.. .� - ��� CONSTRUCTION NOTES 1.2 2•oz Z72x �• GFS 33 6 '50 -� 1 1 17.5 ,� I w ��F`' r 9 A ti F`' v+ 8 4' N 1325 �! \ o0 CONSTRUCT CURB DRAIN PER CITY OF STD. NO. 303 m 1, r 6 .54► o FG N ,t N_ 2.9X °1D 28.6 N 11.19' lip; '� Q2 PROPOSED RETAINING WALL PER SEPARATE PERM I T J 0 30.4 .- r:� h .5 r 18.7 ►� �- „ N 6 0 32 '� ►moi o 31.5 GF=13 hi ; o 29.65 II� F c r FG o m \oo o .5c�' ►-�o - I c„ 17PEw1332.6 N .1 . ' GF-1328.8 LO 132 �9Cb 28•�',tf2=9.7 -57 �LO 6 1= w �e Qw o •.r o O co-j FG 96' FG 1 w N w . �_ 33 402 � --� 3 \ X R \ R o 0 29.7 FG N w _ a 3 z Ui ? FF 1 -1329 F _132 $ \ a, P _ 1332. 1 "`o 35 M PE=1328.8 PE 7.8 r J I 31.6 E11331.6 o 3 29.7 FG 7'� Y •$ FG FG 31.6 1 7 R 7 28.8 FG 13• FG E L\ a FG C- � FG o FF=1330.2 14.03 + cv - C"144 1331. 29.7 PE=1329 1 14.10 26.9 *ZN. 5 I o 0 F 2 1 1'1< '1• 39 � �+ L M 30,7 PC, .2 I FG N p F�- 2 ❑ 1X MjN FG 0.7 29.7 1 z�� _ N FL . 31 3 I14. 7' FG 27.1't 17L MIN. 25.6P w FG 8 PE=1324.6 v• N I. 0 7Ln Z W l 2a.8 �- w '� 1z h N ,? 13.9 f o FBF F� err w CO MZ 1� 1329.5 � N N. I N -7 mom wom �. FL/HP amp 1j2.6ftft I MOW f FL4 • 1330 �• �o .0w C14 2. 30.7 20 0 20 40 60 LO r 70 PE=1331.5 UD i r 8-36- � PE=1331.5 N ` GRAPHIC SCALE z 69 U PE=1331.5 Uj UNDERGROUND SERVICE p ALERT PLANNING ■ DESIGN ■ CONSTRUCTION z 0 Q CALL TOLL FREE 275W YWZ PaAD SUM 4W 1-800-422-4133 ' ' ' TEMERM ,e,•CALF-ORNA 92591-4679 w =N S U LT I N G 909.676.8042 ■ FAx 909.676.7240 - www.RBF.Com v TWO WORKING DAYS BEFORE YOU DIG LD03-241G R Q J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK ��ESS1 DESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCALE Qa ���11;41 ! M. GALLAHER M. GALLAHER J. TANNER RECOMMENDED BY: DATE: ! � CITY OF TDEPARTMENT OF PUBLIC WORKS o A el HORIZONTAL Plans Prepar ed Under The Supervision i s i on Of Contractor r _ lo/LL LO to �' ACCEPTED BY: o DATE: CROWNS H I LL o1 20 No.60132 DEPUTY DIRECTOR RECTOR OF PUBLIC WORKS .n Inspector °� Exp. 6/30%4 - Date: /a 3 TRACT 23143-11 JOHN D. TANNER III RONALD J. PARKS Q VERTICAL sr� cr 1� ��! LOTS 9-13 & 33-37 Q IN Date Comp I et ed �F �F A�-1E�� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 f�� 19 _. N/A PRECISE GRADING PLANS PHASE-2 SHEET 4 of 4