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HomeMy WebLinkAboutTract Map 29928-2 Lot 1-7,14-15,23 Precise Grading GRADING NOTEST ,ract 1 . ALL GRADING SHALL CONFORM TO THE 1995 CALIFORNIA BUILDING Now 29928 2 Tract No . 2999 CODE, APPENDIX I CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 8 3 2. M I N I MUYI BUILDING PAD AND DRA I NAGE SWALE SLOPE SHALL BE = iS DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM recise Gr ding OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS RN 29928 2 LOTS 1 TO 4. PROVIDE 5' WIDE BY 1 ' HIGH 8E1�Mt OR EQUIVALENT ALONG THE TOP OF ALL ' 7 15 A d TRO 99 8 �3 Lot 3 FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT In City SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 7 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS ■ OVER 1 ' DEEP. 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO �! ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, ATE STREETGRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. D 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG LEGEND TOP OF CUT SLOPES. pppp.pp ; S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN TOP OF CURB TC ONE FOOT. FLOW LINE rL FTRACA BOUNDARY 171 222 3 A/ 9 ALL GRADING SHALL BE DONE I N CON FORMANlCE WITH RECOMMENDAT I ONS OF HIGH POINT S 9 2(� 2 �; O THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES 7 � DATED AUGUST 15, 2001 . F I N I SHED GRADE FG 1 S F 19 EHAMPT N RQO _ TWO SETS OF THE FINAL COM PACT I ON REPORT SHALL BE SUBM I TTED TO THE 1 O cc .�.� $ !1 'C I N I T Y MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- TOP OF GRATE TG ATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. INVERT ELEVATI IE a 13 � 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG I 9 HIST POINT DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE F I N I SHED SURFACE FS 11 2�'':; 1 14 PAD ELEV. -0. MIN. S 14 31 A REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS I NSPEC- 31 1 1 r 12 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR GARAGE FLOOR GF 0000.p 3 1 1 EACH LOT. 10 PAD ELEVATION PE 0000.0 4 12 13 2 9 9 8--3 29928-2 '� � K Z I 1 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL 1-EIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL 20 11 11 I BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FINISHED FLOOR FF 0000.0 S 31 / I WIII�. I FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 3 � 37 VARIES � (� I CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. NATER SERVICE �� 21 11 3 S I B AR S** r� C ISc I I �c�Ic* � VARIES � I 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SEWER SERVICE ---- 5 4 I II BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS ,� 31 2 2 I PAD PAD I MATERIAL. DRIVEWAY 1 11 33 FF FF i P' z z z 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 31 �• I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. SLOPE 31 23 11 32 PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT I I OF FILL MATERIAL. LOT NUMBER Li 11�� 31 I z -� z I 14. NG GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF" SS I � � �? PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL UNIT TYPE/ELEVATION I Oehl ----�-- 1 2'4 3 O \ 3 � r rt SHOULD BE PROVIDED TO PREVENT POKING WATER AND DAMAGE TO /EL A O �+x r ADJACENT PROPERTIES. TRACT BOUNDARY 25R/W- - 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED INVERT ELEVATION IE BY THE DIRECTOR OF Plk3L I C WORKS. TYPICAL--- Civ YARD DRAINAGE 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONT I NILE BACKWATER VALVES � DISTANCE STANCE MEASURED PERPENDICULAR T TO T 0 RIGHT OF WAY FUNCTION, ESPECIALLY DURING STORM , CONDITIONS. PROTECTIVE ENHANCED ELEVATION TYPE E� WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERAT I ONS. AMOUNT OF EXTRA DEPTH 26 29 ** DISTANCE FRONT PRO DISTANCE FROM FRPROPERTY CORNER TO THE GARAGE CORNER MEASURED ONT I C ULAR TO THE PROPERTY L I NE. 17. STABILITY CALCI FOOT I NIG REQUIRED �"` �� r2 S VARIABLE SIDE YARD SETBACKS MAY BE PERM I TTED PROVIDED CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) ALL BE SIJBM I TTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. EXTRA DEPTH FOOTING 71 G�. 1DO 27 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES 0 100 200 300 IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING MINIMUM OF FIVE--FOOT SETBACK AREA, FREE OF ARCHITECTURAL PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- GRAPHIC SCALE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL ?_ * **■ STANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 6" MIN. VARIES VARIES 6" MIN. ' 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE --�-�- LOTS INCLUDED 6" MIN. MIDSILL 3' MIN. 1 1 ' 3' MIN. PLANT AT 12 HE ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES CONSTRUCTION NOTES do QUANTITY ESTIMATE MUDSI� MIN. MIN. MUDSILL OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE FG FG PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS NO. ITEMQUANTITY UNIT GARAGE FLOOR SILL IS 6" MIN EXTRA DEPTH IN GARAGE AREAS - ; SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS• � : .-.. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT Q LOT GRADING (10 LOTS x 50 C.Y. ) 500 CY :- . ABOVE GARAGE FOOTING •_ • IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER ® INSTALL 3" P.V.C. SCHED. 40 PER PLAN 125 LF FLOOR SLAB -PAD ELEV-FG 1 10.R. 2" MIN. WHERE NECESSARY 12" MIN. Q INSTALL fi" GRATE PER N.D.S. No. 40 OR EQUIVALENT 9 EA 5p• GARAGE DETAIL 1 MAX. 6"TYPO 2% MIN.- LESS 20. FINISH GRADE SHALL � SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 50 2X MIN. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. Q CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 303 9 EA21% MAX. MIN. 21% MAX. SECTIONEI-1 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTo INSTALL 4P.V.C. SCHED. 40 PER PLAN 20 LF 1 50' B N-1 22. ALL 'PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR AwlSEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES m TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. 2 e CONTRACTOR TO VERIFY: I F THE SWALE FLOWL I Y NE IS LESS 23. APPROVAL OF THESE PLANS BY THE CITY OR IT'S AGENTS DOE'S NOT RELIEVE C14 THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- n r. a"a A MINIMUM 6 BELOW SWALE FLOWLINE. (SEE SOILS REPORT) RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON ■ * REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED VARIESP/L '� 12" MIN. AIBOVE PAD ELEV. � TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 3 MIN. 1 s ° ROUND OFF TOP MUDSI�-�- MIN. 6" MIN. a P/L FG N 5Pn` EXTRA DEPTH FOOTING TYPICAL FOOTPRINT S =PAD ELEV-FG _ 2: 1 MAX. SCALE: 1 40 WHERE NECESSARY N 12" MIN. §0 I n 2% MIN. a SECTIONA=A 21% MAX. ALERTBASIS " llNDERGROUI� SERVICE R FTP R H WN P i rLANNIN• ■ Deals" ! 00"STRu MON . BEARING FOR REAR YARD SLOPES GREATER -� � PHOTOGRAMMETRIC SURVEYS, INC. LENN�IAR COMMUNITIES THAN 5' IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES a CALL TML FNE'E VW�� am 4W 647 MIA I N STREET, SU I TE 1 A THE BEAR I NGS SHOWN HEREON ARE BASED ON NORTH 42'51.35" WEST i 391 NORTH MAIN STREET SUITE 301 ���� CONTRACTOR TO VERIFY: I F THE SWALE FLOWL I NE IS LESS ca ■ ■ ■ RIVERSIDE, CA. 92501 CORONA FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS z 1-800-422-4133 �.� � CA 92s8o-zoos C O N!S U LT I N D INN% ft . FAX s0o.M.7240 • www.FBF.can (909) 686-5103 ON A MAP OF TRACT NO. 292861 MB 298/86-89. 0 A MINIMUM 6" BELOW SWALE FLOWLINE.: (SEE SOILS REPORT) DATE OF PHOTOGRAPHY 8/5/9e (909) 817-3600 � TWO WORKING DAYS BEFORE YOU DIB c LD04-005GR LD03-11OGR z CONSTRUCTION RECORD DATE 13Y REV I S I ONS DATE ACC' BENCHMARK SCALE �oI S S to DES I GrED BY DRAWN BY CHECKED BY J 1/03 MW t "r*JM MT t�L OP Lor 14 TO OW , � ��� RE BY: � DATE: Drawing Nlo. o 3 1/2" DIAMETER ALUMINN DISK. FLUSH IN C. /MJB MCH CTY OF' TEMECULA DEPARTMENT OF PUBLIC WORKS t U CONCRETE CURB STAMPED R I VERS I DE HORIZONTAL �► � i Contractor �� �� �Lam' �3• .� � r �f Plans Prep d Under The Supervision Of N COUNTY BENCH MARK T-46-81 RESET 1997" •`' = n Inspector EASTERLY OF THE CENTERLINE OF SR-79 AT 1" = 100' Nw.GN94 ACCEPTED BY: DATE: r r' 03 PRECISE GRADING PLAN g SOUTHEASTERLY CORNER OF THE BR I DIE B0. "/08 Date. _ DEPUTY D I RECTOR OF PUBLIC WORKS OVER SANTA GERTRI�ES CREEK; 4.5' +� """` RONALD - - NORTHERLY OF THE SOUTHERLY SIDE OF THE VERT I CAL s �� MATTHEW C. HICKS ALD J. PARKS TRACT 2982$ 2 �t TRACT 2RSZ8 3 Date Completed CONCRETE SIDEWALK. r�lf 1 r 1� o�� 63494 _ PIMSE 4 TR. 28928-2 LOTS 1 TO 7. 14 AND 15 ELEVATION = 1097.163 N/A I F C M��� R.C.E. No. Ex p i res 930--Ofi R.C.E. No. 19744 Exp i res 9-30-05 TFL 29928-3 LOT 23 SHEET 1 OF 2 R/N 4" NYE AS REQUIRED / FL OF PIPE 1/2" SIDEWALK INSTALL ABOVE GUTTER 6" FEMOVABLE / PLUG / INVERT ELEV. A 4" PVC / , / 20 2% 1d 1121.6 4 'let,`` 'r�'`". \21. 61•Q6 .y� ..� : :;."..:: _• •• •�` INSTALL POLYETHYLENE FG -�._ 1• a - - PLASTIC JOINT MATERIAL \4j 6a-23# a w "QUICK JOINT" OR EQUAL I J;D X1 1/2 MIN. COVER INV ELEV PER PLAN 3 ''1ry .+ •_ �►z ': - M w11 t��12 he CURB k G I IER A C14 .� I - .:•• �f�%. Y i M�: 4 •-_•www ..Y .. . +►• y,���.i w ` � ' PE=1123.6 020 0 20 40 60 3 x 4 RE1 MER 4 x 4 x 4 TEE :;: •,.�- b n - N .- \ g o / 3 MIN PVC (SCHEDULE 40) ti • FL 1.5 I - �, to 9 6 N , I Z 7EH o GRAPHIC SCALE • EH 2 1 ^' �EVATIaII �ECT10N, A-A N I 1 R 10. I B - 21.5 \A/ o R1VA AIN DET G © FF = 1121.1 1 - ., T�ROI1� ,,., ClyA� �33��. � 2 - Z- •Z FF - 112,.a � I ,� 1120.4 1�- =�12p.1 1 1121.1 9• PE I 7- RETAINING N PER SEPARATE PERMIT FF = 1122.2 c 1 PE = 1121.5 ( `=1121.7 NO I _ � 2.0• � .01 I � � - 7 CONSTRV TION o ail e' 28 1 ® MIN1 18 1 LOT NO. ELME-Iv�DONREAR ENHANCED SIDE BACKWATER CATEGORY OAJT DAOTR ON - - - - � 4� . I �' 1 t e � 1. 1.5 21.19 0® I 8 1 X N/A NOT REQU I RED LOWED I UM INSTALL 3" P.V.C. 9CFED. 40 I G FSB ( 5 5 13 0 4 I 2 X N/A NOT REQUIRED LOW-MEDIUM 3� INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT r'E=1123.2 I S� S/ I ,»1120.6 8• ' 3 X N/A NOT REQUIRED LOW-MEDIUM HO I HVA w I a 4 X N/A T a PRIVATE DRAIN TFROUQi CURB PER 21.0 GF=1121.3 �' . SE / NO REQU I RED LOW-MEDIUM UM DETAIL ON THIS SHEET nl 1.0 5 - A ME 5 X N/A NOT REQUIRED LOW-MEDIUM 5 INSTALL 4` P.V.C. SCHED. 40 FG FG 0 1 �440� 1 6 X RIGHT NOT REQUIRED VERY LOW '00 �, 20.4 TG 3 20.9A I 9.� ; o .3 19.9 IE FS - ■ 7 X LEFT NOT REQU I RED VERY LOW .0 �o FL '� 19.72 TC » S 14 N/A N/A NOT REQU I RED VERY LOW • 1.6x 5 1° 3 19.22 I E 8. 2 6 FH \• o 69 ' 15 X RIGHT NOT REQUIRED VERY LOW y �, i - 11 FS 19.OD 19.7 4% S 23 N/A LEFT NOT REQU I RED LOWED I UM ■ �.� S �` 1.98T - - �5-- - S 52.81 T- 6" FH 1 9.04 4" SLAB PER FOUNDATION PLANS •�. (D_1102 v+ OD ' V,olbN - " WATER 1 N °� N • ? `�143- f �G m �, o ,.N �o •v F 13 .r�5pp.do N50'34'4S"E 16 1S B ' --� ..._._ R DGEHAMPTO ROAD 14 1 F+ r 1� CIV - • FLAB 1.5x '~ ST. - �r y!y °° ,� ai ^ "' 00 C%d m �, R o 'c�.�i► e' aro- 20.!6 d yti LIGHT G ao G tai 1L •'� l�,°1 q •s�, �E' �n M al.�b q 11► ! v `r r► tiV FS 20.4 ��• . ,� , w �' 't 9. e9 q'S 5 � 22.4 FS � �.� A � �ti� � 4 PE=1122.7 63 Z ©\, e k 1� \ s �' ? a 9 0 2 2 w 2 4. 2 w rr 2 • S .47 � S S• 319.1 r - _ _ _ cn T. L I d{T .68 ti - •� ,,� 1.59 6007 1 2 • 293�6 - 2 68 l 20 417 S 34 TG .1T - 60; - 0 3 .04 TG S - - - 4 1 g - _ 12_ - S '�. 'y0• �3 �E 1 0� o - FS 20.09 19.54 IE 20.02 TG 3 . v- 19.73 '71 LO 19.36 :x0 FS 3 19•g4 IE r- 19.52 IE 19. 3 3 'L0• c X37 42 S - - .5 `~ FS FS 21 Z 19.42 FS 19.28 S r� 20.55 •�� 1 N r. GD `t 19. S m \�' cn FS .4 •mow 10 S.63 r. �t _ 5 .� ® 1• 1.44 0 .45 19.7 n 20.64 • _ FL • 21.6 21. FG FS-(,'B y�.N -{�8 FLAB �D FS-GB v, r 1 I I 4 e'03 3 r; 1.5 FG Oo 5 FG =11 1 .8 N .�� 5 0 20.7 20.5 1 � N cQi 0D\ ®. 4 FG G I � 41.5't 22.6 � 3.OS -GB �. � I .z .4 � =1I FG EH 21.2 y- -~ EH •� $ 1 5 r�► I I 1.5 } I 1 FLAB _ FLA�By � � � GF 112 5 1 .9 I I L.1 �/r^ x I r o Q G I I 1 C 6. 1. ? o® .4 . I R 20.09 ~© ' © ' I 11 � � r s. � Fs-Ga � s . \ FF = 1123.3 - GF=1122.4 FG - �n I a .0• 0 5 � _ � Z ®r r' ©� I o EH I o �, .a 1122.6 o E H clu 2.Ox I � I 1 ~ •ti� � MIN ® I - z ---- 1ICY) ❑ .� EH .. MIN 3 22 I r� - � I - I � 5 - CS z r - •z a I 0� �� 0.. R �� PE-1120.4 Q �' 4 '• a EH (,'F=1122.1 2 o I - I I I 4 2 o, ® ®r-- �, FF = 1121.7 GF=,121.2 = A l a A 9 .� Qo EH - I C Z z �- rn z _ ,121.0 ©o - I I FG a B . I - - I FF = 1121.4 mi. � ` 9 --0 r_ 3 R l ©� '' _ - o _ I .o PE = 1120.7 I I ( TS _ ® 1 1122.0 b I I - 7 B � FF = 1122. ® _ - = 1121.3 CD Q I = I - \-R-/ 2 G.- IFF .7 r PE ,,21. FF = 1122.9 nFG K 21. I I I = 1122. FF = 1122. FG I � I - I a Q I I o z PE 1121. �t z - I . W o z p o G FG 9.08 � � r "' - i �- - - r 1 Q •i► 44 21.0 vo co N r FL'+1P FG N N I - FG z °' Cb Ch E r I . , o � CY1 1 -k �., iota - I .I.p21.7 r: O� D� 41 M 8 �. g 22.0 0 3 •7 �r, r, o I ' o 22.6 TS 60.00 0 22.9 TS TS �- 60.00 � Ii0.00 � I T5 TS 60.00' 60.00 I TS 105.56' �.92 40 2: , sLaPE I I U 1 M I I 1 I I 1 (V o N I 1 a N 4f) Pq I DATE STREET a N N Of Q1 N UNDERGROUND SERVICE o ALERT �wMNIM• ■ Dt■I.M ■ CON.TIlUCT10N U W cr 0. a CALL TOLL FREE ■ ■ ■ VW WM FOAD,sung 400 1-800-422-4133 �•� W+-� a C O N S U LT I N G 906MA M� " FAX x.676.7240 ■ www FV F.com ca Two WORKING DAYS AFORE raU DIG LD03-IIOG R z CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCALE Q�0 1�"W, JE/MJB JE MCH RECOMMENDEDBY: DATE: 49/7, I CrrY QF TEMECULADEPARTMENT OF PURL I C WORKS �O3 RdP � �`1` �` �w 1 �� �� w ♦ (� 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN fit. '� • Contractor To, #rT Wou 41V Ldr 0. CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,4� �� yr ��, Plans Prepared Under The Super v i s i on Of COUNTY BENCH MARK T-46-81 RESET 1997" ACCEPTED BY: oZPFA�Inspector EASTERLY of THE CENTERLINE of SR-79 AT 1" ,� 20' No.6 , r DATE. PRECISE GRADING PLAN S THE SOUTHEASTERLY CORNER OF THE BRIDGE �. %/06 j?� Date: DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 992 - RONALD J. PARKS 2 9 2 2 OVER SANTA GERTRUDES CREEK; 4.5' VERTICAL J' \� MATTHEW C. HICKS � � � Date Comp I e t e d NORTHERLY OF THE SOUTHERLY SIDE OF THE J� e 1 v L ��, PHASE 4 CONCRETE SIDEWALK. N A jf OF C A`1�® R.C.E. No. 63494 Expires 9-�-� R.C.E. No. 19744 Exp i res 9-30-05 �f�f 1 -= 0- ELEVATION = 1097.163' / LOTS 1 TO 79 14, 15 AND 23 SHEET 2 OF 2