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HomeMy WebLinkAboutTract Map 29928 Lot 1-3, 30-37 Precise Grading GRADING NOTES Tract No . �9� 9998 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise r ding n SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM 15 .� tibT OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAX I MLAN CUT OR FILL SLOPES = 2: 1 . HAS OTS 1 37 30 ` 3 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. a a te of alifornia 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT LEGEND InCityof Temecu � SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 15 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TOP OF CURB 0000.00 OVER 1 DEEP. TC tQ 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA TOP OF SLOPE TS ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH EXING D GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF GRATE TG ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG HIGH POINT HP TOP OF CUT SLOPES. �0 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG S E E T .� ONE FOOT. F I N I SHED SURFACE FS x 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDAT I ONS OF THE PRELIMINARY SOILS INVESTIGATION BY: LE I GHTON AND ASSOCIATES GARAGE FLOOR GF 0000.0 I ``„ ♦\♦` \\.:,,,, .� 4 DATED AUGUST 15 2001 . \ ♦\ `\ \♦ :; ~ 3 6 ,: , \\ \ ,\.\\♦\ VICINITY MAP PAD ELEVATION PE 0000.0 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE `�� \� ~ \ ♦\'\ ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- �` ~ ~ NOT TO SCALE F I N I SHED FLOOR FF 0000.0 `\ \~ \\ ♦ ` ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. CAMDEN URT WATER SERVICE W ` 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING " ''� \\� \�♦ \,• 2`\\ ��:\~ HIGH POINT DEPARTMENT TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE SEWER SERVICE �S \,; ; \♦\ ti V` ~ PAD ELEV. -o. MIN. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- �~ \\ ` ~ A tib. \ 1 ♦ \ ♦ ♦'. \ \ ,. ♦` ` TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR ` 3 Q \� \' �' ♦\ ~` `` EACH LOT. DRIVEWAYwi -31' 320 \ , a 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL ~ \ \ \~ I \ r ? ? SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL EXISTING SLOPE BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE 29 1D T�. FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT r 1% 10 11P. LOT NUMBER ~ , : '� CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. `\ ( WT VARIES � B AR S*** B C RI SC 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS UNIT TYPE/ELEVATION 28 27 *** MIS) * VARIES �} BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS A 5 2 MATERIAL. PAD PAD 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN INVERT ELEVATION IE FF Z z FF 25 Z MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. ROAD ; a PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT BACKWATER VALVES BW 8 �- OF FILL MATERIAL. 9 7 8 T F EH z z � 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION 0 ENHANCED ELEVATION TYPE- 2 4 00 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL '0te 0-4z - 'r- FOOTING REQUIRED SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO AMOUNT OF EXTRA DEPTH X � 1O��X :2 " 10z'�x � O s r ADJACENT PROPERTIES. �y�F 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED EXTRA DEPTH FOOTING .�� R W ANN ARBOR PLACE �, BY THE DIRECTOR OF PUBLIC WORKS. TYPICAL 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 1 4 DRAINAGE 13 12 11 TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE I DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO 23 WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 15 WILLIAMSBU R G PLACE VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN 22 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED,THE ACTUAL CONSTRUCTION NOTES & QUANTITY ESTIMATE R DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 100 0 100 200 300 VARIES *** VARIES *** " NO. ITEM QUANTITY UNIT 6" MIN. fi MIN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICEN 3' MIN. 1 ' 1 ' 3' MIN. PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 1 LOT GRADING (11 LOTS x 50 C.Y.) 550 CY GRAPHIC SCALE OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 6" MIN. MUDSILL MIN. MIN. MUDSILL MUDSILL FG FG PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS INSTALL 4" P.V.C. SCHED. 40 8 LF LOTS INCLUDED I N GARAGE AREAS SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER; COMBINATIONS, „ 15' ON CENTERS. SLOPES OVER 4' I N VERTICAL HEIGHT SHALL HAVE PERMANENT O INSTALL fi" GRATE PER N.D.S. N0. 40 OR EQUIVALENT 6 EA _ SILL I S fi MIN7RA DEPTH GARAGE FLOOR -•' IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER ' T ABOVE GARAGE FOOTING o 4O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER 6 EA T FLOOR SLAB =PAD ELEV-FG " N 10.R. 12 CAIN. DETAIL ON SHEET 3 AT NOT 5 INSTALL 3" P.V.C. SCHED. 40 64 LF � WHERE NECESSARY 12" MIN. � 20. FINISH GRADE" SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS 53 GARAGE DETAIL 2% MIN, 2: 1 MAX. 6" TYP. 2% MIN. o LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. r-14 • MIN. 21% MAX. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 57 54 21% MAX. SECTION B-B 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1 _ 2 e SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES m e eQ 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE CONTRACTOR TO VERIFY SWALE FLOWLINE ELEVATION IS LESS = APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- n THAN 5' LATERALLY FROM FOOTING. FOOTING BOTTOM TO BE V) THE LIC �' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON °D (0 MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED n r VARIES *** P/L 3 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 12" MIN. ABOVE PAD ELEV. 3' MIN. 1 o cV C7 ROUND OFF TOP MUDSILL MIN. 6" MIN. N In P/L FG 59 - N TYPICAL FOOTPRINT ��.��� EXTRA DEPTH En W Q p0 QIP FOOTING •+ SCALE: 1" = 40' A f� Fz =PAD ELEV-FG FAQ F WHERE NECESSARY 2: 1 MAX. N 0 iO�gFG4Q 12" MIN, fiN MIN. N i UNDERGROUND SERVICE � ti•1 2% MIN. � p PLANNING ■ DESIGN ■ CONSTRUCTION SOURCE OF TOPOGRAPHY OWNER DEVELOPER BASIS OF BEARING NOTE SECTION A-A 21% MAX. UjALERT FOR REAR YARD SLOPES GREATERSECTION C-C PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES a i fi47 MAIN STREET, SUITE 1A 391 NORTH MAIN STREET, SUITE 301 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42051 '35" WEST THAN 5 IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES Z CALL TOLL FREE ■ ■ ■ ��' ROAD,SUrrE RIVERSIDE CA. 92501 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN CONTRACTOR TO VERIFY SWALE FLOWLINE ELEVATION IS LESS 0 1-800-422-4133 TEMECULA,CALIFOF�IIA 925M-4679 (909) 686-5103 CORONA, CA 92880-2006 ON A MAP OF TRACT NO. 29286, MB 298/86-89. THAN 5' LATERALLY FROM FOOTING. FOOTING BOTTOM TO BE CONSULTING 9W.676.8M • FAx 909.676.7240 • www.ReF.c«n (909) 817-3600 MINIMUM 6 BELOW SWALE FLOWL I NE. (SEE SOILS REPORT) DATE OF PHOTOGRAPHY 8/5/98 LD03-049GR Q TWO WORKING DAYS BEFORE YOU DIG J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE 10FESS1��, DESIGNED BY DRAWN BY CHECKED BY Drawing No. o '�� M. BOECK R. SCHAUBERT RJB RECOMMENDED BY: - DATE: CITY OE TEMECULA DEPARTMENT OF PUBLIC WORKS -7103 Ara 1 A40ED W -1V EM.517res• 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��� .� C• y �. N Contractor CONCRETE CURB STAMPED "RIVERSIDE " HORIZONTAL y l ' I ans re red Under The Supervision Of �)04D o COUNTY BENCH MARK T-46-81 RESET 1997 ACCEPTED BY: DATE: s 3 PRECISE GRADING PLAN o EASTERLY OF THE CENTERLINE OF SR-79 AT 1" = 100' ,`,; No•&3494 LO Inspector THE SOUTHEASTERLY CORNER of THE BRIDGE �` Exp. ��30�pd Date: ZVI 0?� DEPUTY D I RE PARKS TOR F PUBLIC WORKS TRACT 29928 OVER SANTA GERTRUDES CREEK; 4.5' VERTICAL J' t ti MATTHEW C. HICKS RONALD J PHASE 2 ~ NORTHERLY OF THE SOUTHERLY SIDE OF THE t jvl ,� a Date Completed CONCRETE SIDEWALK. elf��� R.C.E. No. 63494 Ex i res 9-30-06 R.C.E. No. 19744 Exp i res 9-30-05 'x• 198° ELEVATION = 1097.163' N/A of C A`� p LOTS 14 30-37 SHEET 1 OF 2 i LOT 2 PE = 1117.9 s' LOT 3 4b 39.51 I 1 PE = 1118.4 I I �. FG II ,21 v+ 17.0 1 LOT 5 LOT 4 75� co �� PE = 1119.2 - PE = 1119.8 Eyl. �'► �' _ 1 --• --- 16.9 o z o I 1 SLOPE fi 5.00' --� 17.0 � ` q 77.59' 21.3 17.6 17.2 17.2 SE NT � 1 TS 18.9 17.4 _ 3 20. FG FG ;n FG FG 16.3 } in PUE N _ as a� 18.7 I 17.6 1 � �� - FG � 1 � 20 0 20 40 60 A 19.7 - _ � _ �e z 17.6 1 19.7 N �� I . 17.0 N FG Z 10' I 18.4 0 ? o 1 1" AV/AR 20.3 20.3 I / N \ I FF = 1117.9 X I 17.6 PE - 1117.2 GRAPHIC SCALE FG FG FG 2 R 18.9 18.9 18.1 \ I FG FG � _ C �� �� • �N 135 17.6 z . 17.2 t 18.9 9.53 FF = 1118.3 I z 01 = 117.6 FG 7' I FG I Z lop 1 R o Z I FG PE 1 _ 11.0 LF GF 1117.8 I � 5 N C 3 � - 16.6 O 2 1 LOT B 1g I r? �+ 17.2 PE = 1121.2 FF = 1121.0 o o C s r- 9.75' N o 1PE = 1120.3 1 5 .1 z z �r�� I� _ I FG Z_ � 0 1� 1.Ox MIN 20.2 _ 2.5 19.53 4 20.3 o FF - 1119.b I 1 115.48 20.8 U. TG # O, F 17.0 ° ° 1 - FL-GB 3 9. 9 IE N FG r PE = 1118.9 17.6 1 115.25' o I _ 8.55 FG o FG 1 N © 15' GF=1117.4 17.2 l a 1 . 21.4 2 21.4 0 © � FG"2 FG 15.6 1 - 10 FG 21.4 1 ? 4 1 16.2 FG '�� �► Q I- 17.6 ,P FG FL-GB 1 FG 10 I 20.3 r0� I N 17.6 Q, FG •w N FG I 01 ® FG 17.4 0 17.08 8' m 15.16 ao V- I 1.4 1 � FG FS 1 FF = 1122.1 2 28 1 8 � "a 19.8 Q5 , o FG 18.7 � 1 2.13 16.3 N _ 15.25 S _ PE = 1121.4 FG 1 . 19.0 FG o 5• GF=1119.1 FG cn - 16.4 16.7 r,, �-GB - � 1 21.2 1 18' 10 FL GF=1120.5 5' 17. 3 17.6 FG 21.2 1 18 ,� 20.3 m 18.6 • V- Fl-� FG k• 0.6 - `I �� 1 � FG 20.3 19.0 ��B fi _ 15.45 � 1.0 L � 15.06 T 3 2 Ox r? FG 5 I FG k7W l FG .9 - FS +li � 21.2 20.7 I 5 r MIN. f 9 , w ae r o- 3A O 2.0 G TCI) cv J+ o�• 1 m 18.8 TG 3 17.3 �'. °'\�,� 16 7 ;n 6.02 TG 15.94 IE 3 - F (A 20.88 19.52 I 18.3 IE ' ' N N\- 17.06 1l r 5 5.52 IE 15 v -4 �1 FS I 20+57.84 �i 8' r 17.68 FS _1 - r 28.�F7 h�' -< - �G 25.31 N 2.Ox FS-GB 7.1% FS -- 1.4 21.2 ; 20.88 --- 19.46 1 DWY• '��- - - - -- - 65.-60- 11 U FG 21 5 FS-GB FS _ 5 '� No ,�G _ �n ►� v �' � � 4 21.4 21.4 010' �10 20.1 FG :110 ST. LIGHT IE•1 O U. 5 5 L �-r w � � � 8 [F-G 20.8 FG _ 20.4 -GB219.21 N .�, ST. L I GHT_ 1.Ox MIN FL h17.64' - - 19.20 TC 1.0� MIN 1 .9 FG-GB 5.5 4 p 4 15.76 TC c N 14.85 `Its./4 IE >> � n�i �'�' *� + 15.30 IE n � •�+ » � RIM o z 19. rn + rn No 15. TC 4 _ 3 11.0 LF ao :-.. -:..�.. _ :_.- 20.5 1 520.8 O 2.0� 5 - -- I 12 a ....._�..:�-: =�21.1 F` ,� - _ I - FL FG FG •4 1 4 - 1 ' _ FG 1 � 11 N43'57'42"W � 36.6' / 3E 15' ti•� 1 » 2.ox � _"' I Co. -• » CAMDEN COURT fo� •`�'- __ LJ.I 1 1 AV/AR 6 FH a� 21.1 C Q co �• 1 W FG N � - s � --- �� T4•�3 � 4 5 ? FF 1121.8 3' Q -fin ,til v `-•� C MIN. PE = 1121.1 P �'� m ��G 6 FH CO 0! 20.9 1 � N / N r- rl FS LU E 01 z (A • 0 0 31 65' S 26.47 / 46 1 QLLON ILO 19+94. 2 102.73' Iw �'"= 1" AV/AR = 16.13 �• ---- S - 18. •� r 0 FS 1 86' ~ 1. 1 X 74 Q 20'9 8.9x FS.01 W=16. m 0 ,�ti ,... FS 15-86 ,- _ `39 �' -� 1 I FG r z ti / - °n -34 15. 21.1 010 Q10 19.9 1r 1�` N zR ��'�' 1.O% MIN 26' N S � FS . FG - (� 3• 1 � of 19.4 '- 17.0 m 1� 6% .�2Z 15.07 15� 1 20-5- 1.Ox MIN _ 4.67 W -Gg , I 17.0 . FL J � 20 � 15.14 � -"� FS 119.79' - 8.33 z o ZO.6 IFG FG' 11 �� 1 1 17.8 _ 5 �' ^ FS �- 16.9 9.56 l 1 35.52' 1 -0% M IN r ,;• 1 N f GF=1118.3 F�' FG .30 j?D 16. 15. FG \_ 17.6 $ 43 20.2 10 0 10 19.5 "' 18.18' o FG 0 16.0 F�'0 FG 5 3 3 -GB 18.82 20.6 0 o FL S C FL O F 19+62. 3 R .6 I 5 z �� 16.68 5 GF=1117.1 I FG 20.3 N I I .4 0 7' 16.6 \ 20.4 FG N 18.60 DWY, � t•1 20.6 A FG 10' +� 17.2 _. FS-GB 15.9 FG k-FP 11.6 W=16. - •t 1121.3 20.4 V 3 R FG ©°' •5 �G8 3 1 � �? �n• PE 1120.fi I1--TT _ � o I 17.2 o I N � r^ 10 ° 1 g' N I © A01 1 FG 0 - N 1 � 17.0 I .1 � \ 1R H 17 3R Z I ° ° I o m W z FF = 1118.8 I 12.0% A 0 .44 0 2.OX I � PE 1118.1 I B _ -� - MIN. 2o•6 FS N MIN. M 0 17.2 0 1 I �2' 16.2 I -F = 1121.3 FG 1 19+33 79 1 o PE = 1120.6 1 11 20'3 18.1 ~ Z = I DWY, 18.23 F 0 20.6 21.6 .z FG - pE 1116.9 _ FG•6 12.581' W=16- FS 11.2% ,� FG f 38.7' TS 00 FG K 10 10 10 GF=1117.4 zl 0 16.9 _ 17.6 2 ►� 1 20.2 20.4 20.6 1 -GB �'_ - _ 1.0x MIN 18.1 EW 17.0 0 I FG 117.35' 3' 18.1 FG '� A FG 0 Li FG © FG FG 1 1 . _ 14.5' 17 94 n FG I o LOT 29 17 9 16.9 16.9 16.2 20.6 010' - I%jQ. 00' �0� 19.1 `•D I T - FF = 11 co PE = 1119.8 0 ? / PE 1117.2 10 FG FG 16.4 9�FG 1.OX MIN FL 7.0'% 1 l 17.2 0 FL � - - - -� 1>_� TC 4 - FG I o I Z 2.01' LOT 4 I I 17 17.9 �, 17.2 16.4 o Nle _ 12 n 18.12 TG 1 PE 1119.8 3 17.62 I E 11.0 LF 5 `� iv rL FL-W 16.7 Nt z o FG � _ _ / E O 2.0� �' �- v M cv 17.2 16.7 \ � 17.0 \ _ cm N FG FL-+P • o ENHANCED REAR ENHANCED SIDE BACKWATER INSTALL POLYETHYLENE - 'o „^a `\ ' o LOT NO. ELEVATION ELEVATION VALVE PLASTIC JOINT MATERIAL R/W 4" WYE AS REQUU I RED 19.1 16.b �' o 1 X N/A NOT REQUIRED "QUICK JOINT" OR EQUAL 70.17' TS - o ` N / 1 1/2 MIN. COVER INSTALL '` N A 2 X N/A NOT REQUIRED FL OF PIPE 1/2" SIDEWALK 60.85 " REMOVABLE "�•64 � 3 X N/A NOT REQUIRED ;- _ R ABOVE GUTTER 6 PLUG LST • 18.2 ` _ FLOINL I NE � INVERT ELEV. PE 0 30 X LEFT NOT REQUIRED �' =' � ,,r :+ r A 4" PVC 1116.3 � *".=-ter- -�.= -� '-`+„ - ----.. . .-•:•- 31 N/A N/A NOT REQUIRED '` =�- r PER PLAN :� Yt- �� LOT 26 ` o 32 N/A N/A NOT REQUIRED - ' "�'�=�' PE = 1115.7 \ 1 r•. a • '-h 82 N F `,, " " R Z 33 X LEFT NOT REQUIRED �' \ .87 c0a 9 s CONSTRUCTION NOTES 17'9 � N 34 N/A R I GHT NOT REQUIRED TS to a 35 N/A N/A NOT REQU I RED - r '" -'` 02 INSTALL 4" P.V.C. SChED. 40 \ M 36 N/A N/A NOT REQUIRED T \ 03 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT Ld 37 X LEFT NOT REQUIRED INV ELEV PER PLAN 04 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CURB k GUTTER » " » DETAIL ON THIS SHEET ao 3"x4" REDUCER 4 x 4 x 4 TEE INSTALL 3" P.V.C. SCHED. 40 `� rn 3" MIN PVC (SCHEDULE 40) N w UNDE RG ROUND SERVICE p PLANNING ■ DESIGN ■ CONSTRUCTION W ALERT a 0 Z C&L TOLL FREE 27556 YNU ROAD,SUn 400 cc 0 1-SOCA-422-4133 T�cu••A,CALFOF�NA 92591-4679 C O N S U LT I N E3 909.676.8042 ■ FAX 909.676.7240 - www.F0F.com 0 LD03-049GR TWO WORKING DAYS BEFORE YOU DIG i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCALE ��p�ESSIp�� RECOMMENDED BY: DATE: � � Q CITY OE TEMECULA DEPARTMENT OF PUBLIC WORKS � 7/03 Ntrg mm ew S�Ir�E L-M A0 p C. M. BOECK R. SCHAUBERT RJB N HORIZONTAL `�� �� yf �� Contractor .y z PI a s P epared Under The Supervision Of 0 r „ - r ACCEPTED BY: DATE: _ PRECISE GRADING PLAN CID LO SEE SHEET 1 1 - 20 aeC Date: � '� DEPUTY D I RECTOR OF PUBLIC WORKS TRACT 29928 Inspector c t or Exp. 9/30/ p � MATTHEW C. NICKS RONALD J. PARKS � � PHASE 2 VERTICAL Q fel C1 r It 4�� 63494 9-30-06R.C.E. Date Completed OF C A`1E R.C.E. No. Expires No. 19744 Expires 9-30-05 .�,,�, LOTS 1 TO 3 AND LOTS 30 TO 37 SHEET 2 OF 2 N/A