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HomeMy WebLinkAboutTract Map 29928-2 Lot 30-39 Precise Grading GRADING NOTES ra t N _... 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING T o . �� 9928 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 15 20 � �r 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRU T C ED A MINIMUM r ding an OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS 6 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL LOTS 30 TO 39 FILL SLOPES OVER 5' HIGH. 15 lif 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT n City of Temec Iaae of Ca ornia SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY U 7 S t PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA DATE STREET ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING ISSUUANCEIOFATHERDANCE BUILDINGTH THE PERMIT. APPROVED CERTTIFICATGRADING SHALLPLAN BE TOIOR TO LINE, LEGEND GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. pppp•pp 6 p 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CURB TC 1 2 3 4 5 TOP OF CUT SLOPES. FLOW LINE FL 7 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN HIGH POINT HP ONE Fool. BRIDGEHAMPTON ROAD O 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF FINISHED GRADE FG 8 ac VICINITY MAP THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES 4C DATEDAUGUST 15, 2001 . TOP OF GRATE TG ~ NOT TO SCALE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 1 3 a ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- INVERT ELEVATION •-- IE 1 5 0 MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 14 9% HIGH POINT ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. FINISHED SURFACE FS '12 1 O � A PAD ELEV. -0. MIN. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING GARAGE FLOOR GF 0000.0 ri R DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- PAD ELEVATION PE 0000.0 2 Q 16 1 1 z z TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. r � ll�. F I N I SHED FLOOR 1370000.011 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILLFF ; SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL 21 17 r' ' rj f� �_1'f r F I VARIES ( B AR S*** B ( (; R I S C BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE WATER SERVICE ii'., r r ; ' r`` X34 VARIES FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 22 I SEWER SERVICE CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 18 •;;', ;3 - ' ` I I PAD PAD 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS DRIVEWAY FF FF z BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 2 3 ? '/r . t. z z z MATERIAL. SLOPE - - 19 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRA I N31 V MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBER PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT 4 2 %" i z z 3V O OF FILL MATERIAL. l; s f'./r,l I z co? o UNIT TYPE/ELEVATION ';i%; ' �1► Q ';;,; ,`; f f!'"r/"�' ,fax ,fir 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF A 2 5 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TOINVERT ELEVATION IE to TOR/W A I\ ADJACENT PROPERTIES. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED BACKWATER VALVES BW O TYPICAL SIDE YARD DRAINAGE BY THE DIRECTOR OF PUBLIC WORKS. ENHANCED ELEVATION TYPE- 26 EH 29 7S DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY ❑ 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE AMOUNT OF EXTRA DEPTH X MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO FOOTING REQUIRED O 2 8 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED 2]� PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN EXTRA DEPTH FOOTING 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT TRACT BOUNDARY IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING \ R PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- ,�% 6" MIN. VARIES VARIES 6" MIN. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL �% 3 MIN. 1 1 3 MIN. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, fi" MIN. MUDSILL MIN. MIN. _ / MUDSILL 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 100 0 100 200 300 �� MUDSILL FG PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES IN GARAGE AREAS FG OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BEGARAGE FLOOR SILL IS 6" MIN EXTRA DEPTH GRAPHIC SCALE .-__ ABOVE GARAGE FOOTING SHALL EBEWPLANTED RATE10' ONSCENTERS; TREES, , SHRUBS, OR 20' ONOCENTER; COMBINATTIONS `•_ � FLOOR SLA =PAD ELEV-FG , B 12" MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT LOTS INCLUDED WHERE NECESSARY IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER GARAGE DETAIL 2X 12" MIN. MIN. 10.R. 2. 1 MAX. 6" TYP. 2% MIN. 21X MAX. MIN. 21X MAX. o 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 50' 50' o LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. SECTION B-B PO 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. CONSTRUCTION NOTES & QUANTITY ESTIMATE 50, �f- SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES 0 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR NO. ITEM QUANTITY UNIT elf- CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS 00 TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. e THAN 5 LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS Q1 LOT GRADING (10 LOTS x 50 C.Y. ) 500 CY A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) 0 to e 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE (V INSTALL 3" P.V.C. o � VARIES *** P/L � THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- Q .C. SCHED. 40 PER PLAN 134 LF n n a"o L 12" MIN. ABOVE PAD ELEV. RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON Q3 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 10 EA ori 3' MIN. 1 ' REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED MUDSILL MIN. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ROUND OFF TOP 6 MIN. ® CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 303 10 EA I v P/L FG N 5' EXTRA DEPTH LO p0 �P FOOTING .o yo P Q�Fz P =PAD ELEV-FG � 2: 1 MAX.WHERE NECESSARY TYPICAL FOOTPRINT 12 MI6" MIN. SCALE: 1" = 40' 9'L �"• SECTION A-A 2� MIN. N FOR REAR YARD SLOPES GREATER 21X MAX. SECTION G N UNDERGROUND SERVICE ALERT PLANNING ■ DESIGN ■ CONSTRUCTION O F TOPOGRAPHY OWNER E R DEVELOPER BASIS OF BEARING NOTE THAN 5' IN VERTICAL HEIGHT � ��- SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES o CONTRACTOR To VERIFY: IF THE SWALE FLOWLINE IS LESS Uj PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES THAN 5 LATERALLY FROM FOOTING THEN THE FOOTING BOTTOM IS 647 MAIN STREET, SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST A MINIMUM 6 BELOW SWALE FLOWLINE. (SEE SOILS REPORT o CALL TOLL FREE ■ ■ ■ 275M YNU ROAD•9UrM 400 RIVERSIDE, CA. 92501 391 NORTH MAIN STREET, SUITE 301 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN ) ? 1-800-422-4133 �A•SAA 92991-4679 CORONA, CA 92880-2006 CONSULTING W9.676AD42 . FAX 909.676.7240 - www.RBF.corn (909) 686-5103 ON A MAP OF TRACT NO. 29286, MB 298/86-89. DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600 0 TWO WORKING DAYS BEFORE YOU DIG LDO 3-I1G G R Z a CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY / i SCALE 1�pFESS1_4Ip��! JE MJB JE RECOMMENDED BY: DATE: 7! DEPARTMENT OF PUBLIC WORKS Drawing No. 3 1 2" DIAMETER ALUMINUM DISK FLUSH IN % C / MCH CITY OE TEMECULA Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL � yf ��, Plans Pr ared Under The Supervision Of N COUNTY BENCH MARK T-46-81 RESET 1997" %01) te, S „ �• ACCEPTED BY: AT O 3 r EASTERLY OF THE CENTERLINE OF SR-79 AT 1 = 100 w rn 0-'.-4--Ve3 D E• PRECISE GRADING PLAN o Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE as C. OVER SANTA GERTRUDES CREEK; 4.5' �• 9/3°/°d �¢ Date: RONALD J. PARKSPUBLIC WORKS TRACT 29928-2 to Date Completed eted NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sf �1 ��, ��� MATTHEW C. HICKS w PHASE 6 c A Q P CONCRETE SIDEWALK. if F R.C.E. No. 63494 Ex i res 9-30-06 R.C.E. No. 19744 ELEVATION = 1097.163' N/A of C A�1 p• Exp i res 9-30-05 LOTS 30 TO 39 SHEET 1 OF 2 24.5 6sR/W 4" WYE AS REQUIRED TS • 19' PE = 1124.3 29928- 1 INSTALL � FL OF PIPE 1/2" SIDEWALK REMOVABLE \ ABOVE GUTTER 6" PLUG FLOWLINE INVERT ELEV. A 4" PVC TRACT BOUNDARY PER PLAN J 2% I` 23.3 - - 40 / C%0h (/(�/•'• _ \. (/}y' `� .,_�•:._�,�.`.�_: _x.•�Y' _•�",-•.;,- INSTALL POLYETHYLENE ��,' - 23.5 �; _, ��• �• " "QUICK PLASTIC MATERIAL JOINT JOINT"NT" OREQUAL �= FG o F233 \ 1 1/2" MIN. COVER Q - 23' . / 15 INV ELEV PER PLAN ® FF 1124.2 FG / CURB k GUTTER 6 = 4 x 4 x 4 TEE 1123.5 F�•5 ry / 3x4 REDUCER , •R ^ / 3" MIN PVC (SCHEDULE 40) a~ •k y 6" j.C"4 z ELEVATION .. ._• - SECTION A-A 22.4 1 R / FL7 - l / PRIVATE DRAIN THROUGH CURB DETAIL n r 11 40FF = 1123.9 / pN' 4- 2`3• cv PE - 1123.2 / 2.13 TG �� 6 7 / 4.5 N 3 1.63 I '''� 23.58 / TS FS-GB M ® - /^ -/ o / o N1 • 2% �► ry o AG-) 21 ��► coCA ST. TC •70 / F(0^ 22 5 LIGHT 21.83 TC a FS 21.37 IE 4 / 21.8 / 61 FL �, 2�'F 23.2 / �0•t ' 11 N) \ FG / Mti y � " tj � ,� l � I z�.94 o �� ti%• Tc 46' 1 4 --- Owl ' W ?1• 1 'L 29 _ GL Gal rail CV z .77 rc % 4 a1 4 7.7%.- S 21.31 IE 4 6 FH 21.7 O ryry 4i 5 \ f TC Vj ry 6v ry �L 0 ^1 . 3 2 ST. -- /ry� �,. •• �* S 40.09' T • X L I GHT TC • 1 N 2009• 23.0 0 - 21. FG 1) �� �C 9 ,� w 2p TC 4 �1r N ,,�� '•_ 2 G .6 so h N - `'� ,N 3 1 0 1 SIE 4 �, 0 1" AV AR CAMBRIDGE 2 °� 20.39 TC N c� cV 1 2 3 h 6 L 8=300. TC C TC__ - • 2 5 _ h� C • ry 54 . 4h� ry�� N ,^ 4 19.93 I 20.37 �•O,Z /� S' 22.7 S^ 42 3 N o,� v ao 19,g1_IE__` O .5 ary =�Z FG 3 w 0 '0, --n �$„C� Loo • or 22. K k , � � 8y• 4 - ao J4 \ \ 23.2 1 �. 6 .r "� h 0.20 IE gD - K �aa .4 X04 123 G FL--GB 21.2 20.7 FG 5 • 0 _ 11 FG S• /� •3 �' S�' 22.3 _ S w w 3• • 2% 44 Lo-46 J FG FS B 6.32 FL-GB 2 3g. 21.18 / FF = 1124.2 / 23.6 ry 50. FG 21.20 N 14 • 2x 2 71 FS 20.32 ' _ �, ® 21.15 S PE - 1123.5 �,�_' � ® 0 © h• FS 7.32 2 14 • 2X �� � 2 S 2 � `� FS a, �►d' .5 0 .5 FS - S S _ - 20.67 TG 3 � �� �, •� , � FG p 3 R �,_ 0 4 N co �. 21.08 595? 20.17 IEQ 1� 5 o �' h - - 20.71 `1•' \ �- / ,�- � o - � � � ti t soa \ r� FS 20.98 TG �$1 3 1K 23.5 ^"/ A 1 � h r; M ,_ ►. cn 3 � 20.76 � .21 I E rn `� 21.0 .\ o .2 E' f 21.01 OD n� 1.39 I 20. FG ry �� 48 IEo r• ao FS FS � 21.0 r o r+ FL-GB � 0 \ ry /_ � R► rO 7t .1 3.4 FF = 1124.1 O4 �2. N FS - i\ kj• k �' 2 ^ 2) 22.1 •r� co ..• ��� 22.0 N N �� 21.8 , 21.7 FS-GB PE = 1 123.4ry ® FS N `�4 f 22.2 N FG 5 \ aot h - • •., FG .n I FG r •-� OPEN SPACE \ - /2 o cb �"G8 ry o 5.27 21.78 20.8 �r FG Z r \ o 23.4 ,� 0 �` - FS-GB FG = 1 v t'� __/-� ® rn 78 o 7,6 FL _ oQ cr \ \ ® \ - FG � -� ^ 2R � o� o 5 ap 1 0 � o U N \ • A•_ - 22.8 _ p 23.4 •�- - F1311 G / ti FG N o C%I qQ 0 r .2 L7 (fir �' Nim /. 1 0 � 9 / r �- � ^• 0 0 +� 22.8 2- `Q9 h �' .1�4 FF 1122.4 ` \ 23.5 23.2 \A/ ,. /o� / 22.3 A _ FG FL-FP - FG IIIH �, o �v 22.00 FG I 22.0 R PE - 1121.7 \ / 23.1 FF = 1123.8 A I FS-GB FG \ 2. FG PE = 112E h7 ?. � } C 1 FF = 1123.5 -z %M_ Ox M `k � _ ® \ NI22.3 s FF 1122.7 0 ' - 1122.8 � 1123 /" � o � FG °' - \ 8 -0 - ap o .1 / ,� rn PE = 1122.0 21.7 23.1 ;� O I o _ r s4i 22.0 \\ o FG FG x - � - .5 FF = 1123.6 �'� FG% FG o \ - N/�•, / C / PE 1122.3 ? 21.7 \ ® 6 22.0 y FG o PE = 1123.9 84 ^7h 22.9 - - �. 1 I. FG N o 60 23.4 �v1� / i FL-W \ o Z FG \ - - 1 a� - 00 ao 1123.2 _ ' 23.1 ^� 1 � PE = 1122.5 �t !`' 16 14 FL-Fp 22.0 21.7 6�'33 o FG ^ - - I o z co FG as 22.8 FG 22.8 � � � 47 - FG l 54 � FG / w _ M CD 22.7 zo 1 56, o z 1 .02' `� - 63.66 _ o PE 1121.2 sc, ~ ` � N Z 22.3 0 N r 0 FG22.3 c� 1s•� FL-FP 22.5 22.2 36.37 LOT NO. ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION LID 20 0 20 40 60 p � .� to N FG � � �� 30 ELEVATION ELEVATION VALVE CATEGORY � © 45.39 46.73' ® NOT REQUIRED LOW-MEDIUM w PE = 1123.9 PE = 1121.5 31 -- -- NOT REQUIRED LOW-MEDIUM Q r 32 -` -- NOT REQUIRED LOW-MEDIUM a GRAPHIC SCALE ® 33 -- -- NOT REQU I RED LOW-MED I UM i PE 1121.6 34 __ -- NOT REQUIRED LOW-MEDIUM C1 CONSTRUCTION NOTES 35 -- -- NOT REQUIRED LOW-MEDIUMIm UNDE RG ROUND SERVICE 36 X -- NOT REQU I RED LOW-MEDIUM � ALERT PLANNING ■ DE91GN ■ CONSTRUCTION 02 INSTALL 3" P.V.C. SCHED. 40 PER PLAN 37 X RIGHT NOT REQUIRED LOW-MEDIUM v W Q INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 38 X LEFT NOT REQU I RED LOW-MEDIUM a CALL TOLL F 39 X RIGHT NOT REQUIRED LOW-MEDIUM 0 27566 YNQ ROAD,SUITE 400 z 1-840-422-4133 T�CULA,CALIF MA 92591-467'9 Q CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL THIS SHEET 4" SLAB PER FOUNDATION PLANS C O N S IJ LT I N C3 909.67Q.9W - FAX 909.676.7240 - www ffiPccm < TWO WORKING c� DAYS BEFORE YOU DIG LD03-11RGR CONSTRUCTION RECORD DATE BY REVISIONS DAA ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY � SCALE Q��FESS1���! JE MJB J RECOMMENDED BY: DATE: Shlam DEPARTMENT OF PUBLIC WORKS Drawing No. 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN O C. E MCH CITY QF TEMECULAC-) Contractor CONCRETE CURB STAMPED "RIVERSIDE " HORIZONTAL .^`��� ��� yf �� Plans Pr par Under The Supervision Of N COUNTY BENCH MARK T-46-81 RESET 1997 ,h _ [7 in EASTERLY OF THE CENTERLINE of SR-79 AT 1" 20' w No.&3494C ACCEPTED BY: 4DATE. 3 PRECISE GRADING PLAN 2 o Inspector OVERSSANTAAGERTRUDELY SRNER CREEKF THE,BRIDGE Exp• 9/x/06 Date: =V I DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 29928-2 MATTHEW C. HICKS RONALD J. PARKS Date Completed eted NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL JJ. �1���, ,�`� A < P CONCRETE SIDEWALK. 'lf' �o� R.C.E. No. 63494 9-30-06 _ _ �f� ------ ELEVATION _-.. PHASE Q o ELEVATION = 1097.163' NSA OF C A�1 Exp i res R.C.E. No. 19744 Exp i res 9 30 05 , a LOTS 30 TO 39 SHEET 2 OF 2