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HomeMy WebLinkAboutTract Map 29928-1 Lot 14-20,24 Precise Grading GRADING NOTES Traiat No . 99998 �� 1 15 215 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 Gr �ding SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM In OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS OTS 1 TO 20 AND 2 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT In City of emecua 7 St te of C liforni SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 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 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, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. LEGEND 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP of CURB 0000.00 TOP OF CUT SLOPES. TC 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FLOW LINE t ONE FOOT. MARGARITA ROAD VICINITY MAP 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF HIGH POINT HP 4, NOT TO SCALE THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES FINISHED GRADE FG DATED AUGUST 15, 2001 . 10 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TOP OF GRATE TG ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 1 2 3 4 1 1 \ 1 s : ` 7 MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- , ` HIGH POINT ANCE WITH THE RECOMMENDATIONS OF THEPRELIMINARY P RT INVERT ELEVATI0 IE � � \ SOILS REPORT. rJ �.���.�• ��'� � PAD ELEv, -0* MIN. 9 17 ., A T FINISHED SURFACE FS tom, 10. HE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 12 1 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS I NSPEC- GARAGE FLOOR GF 0000.0 z z TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PAD ELEVATION PE 0000.0 I 7 O 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL �\ 14 �.� SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL F I N I SHED FLOOR FF 0000.0 3 3 2 1 `� ` ` ` .19 `� I VARIES �°'°� ARI S*** B (� RIE s BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE V �� `;�. / O I Ex B * VARIES C I FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT WATER SERVICE W h CODET N 17. PR SEC IO 06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. SEWER SERVICE S PAD PAD 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS �, 20 Z FF FF z BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 2 9 ' �� z z z DRIVEWAY '�, / 101. I I MATERIAL. `: \ I be 13- IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 2 rJ _ �� \ 2 3 2 2 \ 2s 24 � MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. SLOPE _ s� �, 2 1 4: I I PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT qlF 2 8 Z T ��' �� I ? OF FILL MATERIAL. LOT NUMBER °� I . - o lot lox kA)( bol 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF „� 3 - 0 f V_ -1 1 \ PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL UNIT TYPE/ELEVATION A ,r�.pHR/W774SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. INVERT ELEVATION IE � 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED TYPICAL SIDE YARD DRAINAGE BY THE DIRECTOR OF PUBLIC WORKS. BACKWATER VALVES BW DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE ENHANCED ELEVATION TYPE---- EH DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO AMOUNT OF EXTRA DEPTH VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. FOOTING REQUIRED O THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT EXTRA DEPTH FOOTING SCALE: 1" = 100' MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING �, ,;; !,' LOTS INCLUDED R PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- VARIES *** VARIES *** TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 6" MIN. 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. CONSTRUCTION NOTES & QUANTITY ESTIMATE 6" MIN. MUDSILL MIN. MIN. MUDSILL MUDSILL 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE NO ITEM QUANTITY UNIT IN GARAGE AREAS FG FG PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES SILL IS 6" MIN EXTRA DEPTH OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE Q LOT GRADING (8 LOTS x 50 C.Y. ) 400 CY GARAGE FLOOR PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS _ T ABOVE GARAGE FOOTING SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER; COMBINATIONS, �2 INSTALL 3" P.V.C. SCHED. 40 PER PLAN 88 LF T FLOOR SLAB =PAD ELEV-FG 12" MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT WHERE NECESSARY " IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 03 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 8 EA GARAGE D 12 MIN. 2: 1 MAX. 6" TYP. 2% MIN. E 10.R. ® CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 8 EA 2� MIN.21% MAX. MIN. 21% MAX. AWAY SECTION 20 FINISH SHALL BE OT FORPADMINIMUMROF 3LFEETTERIOR WALLS AT NOT � B � 53 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 57' 54, SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES PO Nl 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR an CONTRACTOR TO VERIFY SWALE FLOWLINE ELEVATION IS LESS o THAN 5' LATERALLY FROM FOOTING. FOOTING BOTTOM TO BE TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. YMINIMUM 6 BELOW SWALE FLOWLINE. (SEE SOILS REPORT) w 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVELn e 3 VARIES *** P/L m THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- r12" MIN. ABOVE PAD ELEV. M RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON ;•� n `� 3 MIN. 1 0 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 0° to ROUND OFF TOP MUDSILL MIN. 6" MIN. O TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. �` n r P/L FG_ 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY 5 ��F. EXTRA DEPTH 0 OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATINGA QpO CPN FOOTING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. y Fz =PAD ELEV-FG W THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE 2: 1 MAX. Q CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 'P F� WHERE NECESSARY a 12" MIN. 6" MIN. TYPICAL FOOTPRINT ti SCALE: 1" = 40' �'. SECTION A-A 2% MIN. � 21% MAX. SECTION C-C °q i FOR REAR YARD SLOPES GREATER UNDERGROUND SERVICE THAN 5' IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRAINAGE NAGE DETAIL NOTES W M PLANNING ■ DESIGN ■ CONSTRUCTION SOURCE OF TOPOGRAPHY OWNER DEVELOPER ggSIS OF BEARING NOTEC5 ALERT CONTRACTOR TO VERIFY SWALE FLOWLINE ELEVATION IS LESS W PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES THAN 5' LATERALLY FROM FOOTING. FOOTING BOTTOM TO BE a CALL TOLL F`I�EE 27YNEz�� aoo 647 MAIN STREET, SUITE 1A 391 N. MAIN STREET, SUITE 301 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) Z 1-800-422-4133 TELA,CAUFOF A 92W-a6-nn R I VERS I DE, CA. 92501 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN o CONSULTING 9M.e�6AM • FAX9W.676.7240 ■ wwwRW.oam (909) 686-5103 CORONA, CA 92880-2006 ON A MAP OF TRACT NO. 29286, MB 298/86-89. Q DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600 0 TWO WORKING DAYS BEFORE YOU DIG LD03-189 G R z CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCFL4ARK �0I :S S I� DES I GILD BY DRAWN BY CHECKED BY -/ Drawing No. o SCALE04 R� C HANWD port z4 ROM Pl AW - ��� JE/MJB JE MJB RECOMMENDED BY: DATE: l ql� L�3 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS a ��' �� j 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN 4VV ,� .� C. y f. CONCRETE CURB STAMPED "RIVERSIDE VERS I DE HORIZONTAL ,� 't Plans an s Pr M Contractor " ``' par Under The Supervision Of to COMITY BENCH MARK T-46-81 RESET 1997 .`;' : p EASTERLY OF THE CENTERLINE OF SR-79 AT 1" = 100' w No.63494 r" ACCEPTED BY: DATE: /.S� o g T PRECISE GRADING PLAN o Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE °� _ ��3o�aa 'ft Date: 3' t73 DEPUTY DIRECTOR OF PUBL I C WORKS - RONALD J. PARKS - TRACT 29928-1 I to OVER SANTA GERTRUDES CREEK; 4.5 J, MATTHEW C. H ICK Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL t C I 1�- Date Completed CONCRETE SIDEWALK. _ elf OF A`1�C0� R.C.E. No. 63494 Exp i res 9-30-06 R.C.E. No. 19744 Expires 9-30-05 ��''� ;O PHASE 4 - ,.OTS 14 TO 20 AND 24 � ELEVATION - 1097.163 N/A C r SHEET 1 OF 2 a- r 18.46 TC R� GOu R/W 4" WYE AS REQUIRED � 01 FL OF PIPE 1/2" 6" SIDEWALK INSREMOVALLABLE N• W. -^ � � �S, T ABOVE GUTTER FLOWLINE PLUG INVERT ELEV. A 4 PVC ` •7 3 PER PLAN r , .11 F�- TC 2' 18 ��� N T •;,.�;IV:�- 3_ >> S 1 17.96 2 .r =� 1117.50 It _ � 2: 1 1N �' 19.9 •�r,�l � � •f :.�.-.;-. 1 -1• FG r �' 1 1, �.'--�-=w ;=.�a- c _�-•� .••- ` � c,� u, � �' 19.9 17.92 � T VIE : 1119.0 r 20.9 9.9 15\ -73.A6 'r► \ / 1 FH 13 r+ .7 1 �n TS FG /-l-\ 4 u' • -FP �"N INV ELEV PER PLAN o� Zp.� \ ,2 .4 � 16.8 CURB fc GUTTER \ ` _ ® • 18.05 � 11,9 � FG 3"x4" REDUCER 4"x4"x4" TEE ` A\ A Z,ds 15 PE " \ \ ,9.7 ��. 16.8 \ 3 MIN PVC (SCHEDULE 40) IFF FG 18+ • F.N• 7g.p1 FG � 19. ) \ PE = 111 9.9 \ � w= 6.19 � � � � FG 16.8 � - - ,p � 17.97 ^• � \ FS �' 13 2' 1 N \ M"ATM \ 19.7 19.2 No J1.S% �4 PE : 1119.8 17.4 `� ( -� . 1, FLS 2• N FG � L cD FL- \ 7 5 \ - • - \ 1 � © �` z 75.29 17.6 s 11, � INSTALL POLYETHYLENE , \ 5 ^�' G o \ 16.8 FF 1116 0 r . N� ,6 G p�E - PLASTIC JOINT MATERIAL \ 4 6 F \ �' T 'S19 ,n N F F " " 1 \ 1a C N � FG R p QUICK JOINT OR EQUAL \ \ © cr r '\ 1 1/2 MIN. COVER \ *' ` \ , 17.9 1117. Z w ® o , GF \ d &32_ \ cr as 8, 16.8 19.5 M 1 18.1 ` 17.6 \�t 1; FG A t'�.:- • lr, ,, .�` \ F FG 1 1a, FG FG •y 4' __rr J►. trS�-,;?+i'a -•r•�a * -• `?• , \ 1 24 - �r. 2� O. N !. • \ 1 FG \ Q 1 N ' 20.9 8. 711. TS C NIf 1,18• \ 1 /3 R \ �- \ .23 ,10 .\ FG 16.8 16.28 CD 16' FG - o FS 16.8 3R \ 1 o+ \ � U2 FG 1 FF = 1120.3 T --. r \ - w BUALI \ PE - 1119.6 \ � ®o MODEL e.a �\ N S 0 \ 111 \ 3 16.6 \�t . ` FF 18.1 � - \� 1 { 1� 11 �L' _ ca FG PER w � �, . .� � � � •� ,� 1 I o� 1 . Z ©o - ,"1• 16.5 slow T a �\ ac 1` SEPARATE �, "0 r F p FG V� Z ASE N \ v 6 > a PLAN I . � � �� ,4.9, x.44 LOT I n � 0 0 _ � 1 F o� FS 34 x I \ 3 • I 17 � � � 1118.3 � 11,7.8 v � �� f �.77 5 0 r ` I 11 TC \ .31 TG 97' 0 -n 17.7 10 115 N 3. 4 l \ 0 r FG 11,6 ' 3 1114.81 IE w LOT t U r I I � \\ N - FG f 15.55 �' S �c, 36 _ - `- -i /. w � 1 ` I � � �+ ? FS��5p• � > I I ENHANCED REAR ENHANCED SIDE BACKWATER hc, .,0 17.9 16.32 TG a4 I `�� 15.72 14 gp 114 -- LOT NO. ELEVATION VALVE I I I 2 c� Fc 11 E ,6.10 FS ,� •s r� 2 `1 ELEVATION ELE I 0 I ' I . w 16.97 �„5.s2 I o � � � rc 14, 14 LEFT SIDE NOT REQU I RED Q ` I L T \-C-/ © TC-EC 3 - r FS 15.93 - ``'- 4 1 .92 IE 1 = I I 4 I ?6 .� FS � � ��S TC 4-�--� 15 NOT REQU I RED S •� 21• I FF 1120.0 , • 14.59 1 16 X RIGHT SIDE NOT REQUIRED I PE - 1119.3 I �-- 5 48.48 •S9 > TC --- " I I 17 X LEFT SIDE NOT REQUIRED 11 I F,H. 39 I � 15.42 cr rn 18 X NOT REQUIRED TC-ac 4 W TC-BC 2 Ex. ST. LIGH N t• \ o X ODEL I 15.65 __ - WA _I r 19 NOT REQUIRED I ,D r'"�v r- 22 I I I 116.0F► TC 2 + Y r 20 X LEFT SIDE NOT REQU I RED 1 I PER 16.76 u ^ v N O A I ` Tc 16.22 - , - N ; o ROV�DENCE 14. I 21 2 I u P I � S T \ � 21 �3 RIM 22 rn E -� I I . F.H• N56 ,0 27 0 �; LAN o � 23 I I 't ISEAR .56 - -�. I \ 1.0% - 300 24 X RIGHT SIDE NOT REQU I RED \ .`. 16.29 �; TC a II I I S w ,5� RIM -__ ? �S 1 .66 w .2 4 SLAB PER FOUNDATION PLAN I ��. >>r •B4 T 1115,47 TC 2 •ox 1115.01 IE cV 1114.65 TC I I 116• b. �£ 15.42 o, C g 1114. 93 TC-E � I20 _ � 2X 16. 4 � u O I \� 11 6.25 C TC-EC • . w w u �,� 1114.91 TG 3 I 2 11 5 E 11' ►,� / 1114.41 It .79 � I I II \ S I _ - h 4 S 45.51 n 4 �6• / � I � o \ � ?9,r - �• �/ �-t 17.8 I IFS 4. TS ` I I 55 3 1, 4 X16 16.24 �+ ,116.10 TG 3 -7- 1115.73 TG 3 ti 15.26 �' N f -;5 01 �, 16.8 1115.fi0 IE 27.4* I I .I �� - 16.6B- FS 6 - 1115.23 IE FS >re 0 150 FS FG 00 1 S -. i k K 16.7 17.4 °'• �[ - FS K 15.3 _ CONSTRUCTION NOTE 45 N © tij FS 6.60 0 �G orn w °i• 17'8 17.5 FG 9 FG N t �� - - -- S 20 ) o} rn rn� 5 ( A I FS .� 1 •r �N FG 0 - - ,8 165 1E � � _ © _ q� _ 7. Fc 7 TC I I G 1 p1 17.7 Y 17.08 16 O2 INSTALL 3" PVC SCHEDULE 40 I FF = 1119.6 . 76, 18.6 3 1 1b 6.55 FG � �c 2)o FS-GB _ 5' FG ,. _ _ II O3 INSTALL fi GRATE PER NDS NO. 40 OR EQU I VALENT PE 1118'9 FG 17. 18.1 _ ,118. © r ac I o� 17.6 17.4 GF = 1117' 8 II I I FG ,5 � FG FG � I � FS - 18.4 -•4 � 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER g r I .J DETAIL ON THIS SHEET. I MODELS - FG 18.3 T z . L H 18.1 ..� I I I I ,� . FG .1 M z 1 PER o 0 18.6 FG H o I Z ~ I I � � C� FG _ K I r I I I EPARATE - I 3R r otl 3RN 2 �PLAN ' I of } 8 I z p 7.8 0 GF _ 111 I K � I cv I 't3 117.5 o ' �n L.- 8.1 F = 1 �v PE = 111 FF = ,118.3 -� F = 1116.8 - I I1 PE I ZR ` � o - GF 2 co - r' 18.8 . / 18.1 I I I j G I . FG II � F I -1 • `y° I 8 FF' o I - o o- r r I \ 1119•3 ry F'E - 111 • 17.6 8.s � ' I v � 18.1 I I I - FG c., I FG 1 - / m I I 1 I >� Z _ 6 1 2 ~ r I I 18.6 N FG� 16.6 �l I - c�i 1 I II I FG /21 .09 _ -�- FL-+-+P . _ I 18.6 0�,? - - 17.9 "' N N I� _ FL-+� _ N LOT o G I I F 1 I 17.5 r- N 17.B I - FL�.p TS 1 N I I OT - - 30.40' in l ` 18.5 o T1 S'f� 55.00' / / 38 C6 FL4f 9.1 S � / I w 20 0 20 40 so \ 19 S 65.00 / (20.72) \ ,09.54' II LOT / TC 2- 1 39 GRAPHIC SCALE \\ / ' co 1 Uj UNDERGROUND SERVICE � IIII t O ALERT PLANNING ■ DESIGN ■ CONSTRUCTION 1 U .., _ .• IIII I i Cr CALL TOLL FREE VW YNU ROAD,surf 400 - - - _- � �� _-� '� � Q -� IIII I Z 1-800-422-4133 �"�CALFORN1A 9M-46'9 ARVESTON SCHOOL ROAD C O N S V LT 1 N C3 909.�.tl042 ■ FAX 909.676.7240 • www.FBF.c«n LD03-189GR TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK ��E Q�p� S Sips DES I GRED BY DRAWN BY CHECKED BY �a� DEPARTMENT OF PUBLIC WORKS Drawing No. o 110+ RBS C1•An�ED LOT Z.q FOM Pl AQ 16 -M I.4• �p N C. �� JE/MJB JE MJB RECOMMENDED BY: DATE: CITY Q F T E M E LT LA N u7 HORIZONTAL ��� 't� r �� P s Pr p red der The Supervision Of Contractor .� , to ���3 0 w �•s3�9 2 ACCEPTED BY: DATE: PRECISE GRADING PLAN SEE SHEET 1 00 1 20 - Date. ,0 J" 0� DEPUTY D I RECTOR OF PUBLIC WORKS 2 LO InspectorP• 9/3o/a RONALD J. PARKS R TRACT 29928 1 VERTICAL J�► C/yjt ��� MATTHEW C. HICKS ' 1 � Expires ° - a Date Completed R.C.E. No. 63494 9-30-06 R.C.E. No. 19744 Expires 9-30-05 a PHASE 4 - LOTS 14 TO 20 , 24 N/A OC a SHEET 2 OF 2