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HomeMy WebLinkAboutLot 57-67 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES DIWORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE CODE. CHAPTER PRECISE GRA NG PLANS 33, AS AMENDED BY ORDINANCE 93-04. ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA TRACT NO , 23371 - J L 0 T N O S ■ 5 7 - 67 THE LEGENDS PHASE 1 1 STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE N • MUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X- STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( GREEBOOK"). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2` FROM THE TDP OF CUT OR FILL SLOPES. 40 PRIVATE ENGINEER S NOTE TO CONTRACTOR 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 4. PROVIDE 5 OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TDP OF ALL FILL SLOPES OVER 5' HIGH. p► THAT ALL EMPLOYEES o ARE PROVIDED A SAFE PLACE TO WORK AND THE G`v +� PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS S�� 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTHQ� REGULATION OF THE U.S. DEPARTMENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY S.��c, � ��� NT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION PLACED AND WHO SHALL SUBMIT A FINAL CDMPACT I ON REPORT FOR ALL 7F�A�7 �!n � X3371 � 1 � � �' �' WAY SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT E FILLS OVER 1 ' DEEP. �• �� 7 7�A�7 �� � . 337 � � �ti IN ANY WAY FOR THEB RESPONSIBLE SITE S ��' WITH SAID REGULATIDNSNANDCORDERSND SUBCONTRACTORS COMPLIANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ! Da ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF � CONTRACTOR FURTHER AGREES THAT HE SHALL� _ " '��- �" ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR �, ,gyp A L ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 3 ,-► �� COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT• INCLUDING SAFETY OF LI Er GRADE• ELEVATION AND LOCATION OF CUT FILL SLOPES. 26 ALL PERSONS AND PROPERTY• THAT THIS REQUIREMENT J N SHALL APPLY 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS• J CALIFORNIA CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND ALONG TOP OF CUT SLOPES. 2 _ � THAT THE CONTRACTOR SHALL DEFEND• INDEMNIFY AND HOLD THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 4 3 � 8 ` �►��c LWABRLITD�CIVIL ENGINEER HARMLESS FROM ANY AND ALL THAN ONE FOOT. 5 Ja REAL OR ALLEGED. IN CONNECTION WITH THE RANC �'pt�. PERFORMANCE OF WORK ON THIS PROJECT* EXCEPTION FOR LIABILITY �5 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 6 � 12 JJ 7� RISING FROM THE SOLE NEGLIGENCE OF THE OWNER DR ENGINEER. o THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED 7 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JANUARY 30, 1998 AND AS GRADED REPORT OF FINE GRADING AND EROSION TEMECULA UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY - A SEARCH OF THE AVAILABLE RECORDS. THE REPAIR DATED NOVEMBER 29 1998. TWO SETS OF THE FINAL COMPACTION 13 CIVIL ENGINEER REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 25 J .4 INDEX MAP N.T.S. ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION �� �� 30 1 "=100' SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR Y R NOTIF ING THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS � �3 VICINITY MAP ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WOR OF THE PRELIMINARY SOILS REPORT. K OR 7 J � EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 �0 AFFECTING THIS WORK• WHETHER OR NOT SHOWN -'HERON,, AND FOR ANY � DAMAGE OR PROTECTION TO THESE LINES. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE J INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 0 2s PERMIT FINAL INSPECTION FOR EACH LOT. 19 PHONE: (909) 694-6411 1 20 2 J 22 23 24 LEGEND 1 � 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 1 19 25 31 J 17 1 ��" It b 2-7 3 TOP OF WALL ___ ___ __ TW SLOPES EQUAL TO DR GREATER THAN 5' I N VERTICAL HEIGHT SHALL BE J � BOTTOM OF WALL_ _________.-"..._________� BW ------------------------------------------------ CANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM � EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 33 TOP OF CURB ELEVATION.................................................................. TC SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. J3 PAD ELEVATION ............................................ PE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 3 'TRA C-r N 0 , 219033 FINISHED FLOOR ELEVATION FF E CLEARED OF WEEDS. DEER I S r TOPSOIL. AND OTHER DELETERIOUS � MATERIAL. J 1} FINISHED GRADE ELEVATIO ........ 17 HIGH POINT HP �b �0 �q �� 3� . �7 ' IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. �� �� ------------•------- • J 5 J 4� TOP SLOPE "--------------------------------------------------------------------------------- TS THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL � � SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 54 �3 52 �3 FLOW LINE ____-""""----------------------------------------------------------------------- --- FL REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 1 .� -- •42 -41 36 TOP OF GRATE ELEVATION ______________________" TG 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF0 PERMANENT DRAINAGE STRUCTURES• TEMPORARY DRAINAGE CONTROL SHOULD GARAGE FINISH FLOOR ELEVATION _______________"....._______."...._-______......_______ GF , BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT EXISTING ELEVATION ______________".._______._......______........______._.... _ --------- (9170) PROPERTIES. `•'�, 37 ;' FIRE HYDRANT AN LOCATION 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. STREET LIGHT ---------------------------------- o-� �X 1 87 I NG Md19 ] L� HOM� PARR DIRECTION OF DRAINAGE FLOW ............................................ _ - . NG DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO , FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES r' -AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT , ,i RETAINING WALL (BY SEPARATE PERMIT) ------------------------------- ADJOINING PROPERTIES DURING GRADING OPERATIONS. OPTIONAL LOGGIAS OPTIONAL RETREAT OPTIONAL LOGGIAS 3� APPROXIMATE LOCATION OF ELECTRIC METER Q OPTIONAL .................................. ...... STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- FF:::::: OPTIONAL BALCONY SEWER LATERAL LOCATION .................................... S❑ TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE BALCONY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' I N " ` WATER LATERAL AND WATER METER LOCATION ________________ ------ VERTICAL HEIGHT. ELECTRICAL TRANSFORMER ........•......................... A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING POWER LINE AND HANDHOLES ............................................................., Q PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN INDICATES LOT NUMBER TELEPHONE SERVICE -----------------------------------------------------------"-..---------- 0 ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED• THE GRATE [� ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. '� Z 3 4 INDICATES FINISHED FLOOR ELEV. TRACT NO. 23371-9 - ""-""- "" - --"- "" - - •"""""""" " """""""""-" """ • FF=100.0 FF=100.0 FF=100. AIR VALVE---------------------------------------------------------------- --------------------• 19 EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA FF=100.0 0 99.3 PE=99.3 PE=99.3 INDICATES PAD ELEV. TELEVISION PLATFORM ................----------•••-----------•••----------•••••---------... PE= ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. PE=99.3 2 SLOPES OVER 15' IN VERTICAL HEIGHT• IN ADDITION TO GROUND COVERT 1 3 , BACKWATER VALVE ----------- ------------"............................._................. SHALL BE PLANTED WITH APPROVED TREES, SHRUBS• OR COMBINATION INDICATES BUILDING TYPE AIR CONDITIONER LOCATION ............................................................... THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICALOL5 COURSE 71�AG7 � GRADING TOLERANCE RANCE NOTE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW �3�7 , PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. •LOGGIAS MAY VARY IN WIDTH 7rIA CT N04 233-71 - 15 GRAD I NG SHALL BE DONE W I TH A TOLERANCE OF 0. 1 ' OF THE GRADES AND Q=:: PLAN 3 HAS HALF OR ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOP FULL LOGGIA ES SHALL BE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT PLAN 4 HAS FULL OR HALF RIGHT OR HALF LEFT LOGGIA CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. LESS THAN I�� PER FOOT FOR A MINIMUM OF 3 FEET. ;� IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD SITE ESTIMATED EARTHWORK QUANTITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. lie 64 NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE '�'.0 10'MIN (TYP) RIGHT OF WAY PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. FG N THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE AN CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. BACK OF SDWLK NO. LOTS CY/LOT TOTAL UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY - 11 15 165 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. F LO EXIST. CURB AND GUTTER _ .� cv TC AN r -��� ` 66 :. : BUILDING FOOTPRINTS PER PLAN I% MtN��- - w NOT TO SCALE R W - © o HP w o CURB �1• Q: IPER PL N LOT o I J b� °; LINE Uj CJ c ' w a 5' MIN. 3 MIN. w Ix z 10' (TYP) CD zo °a zw PLAN 12.07. z U o 0 3' MIN. r Mo •- MAX 2y MIN• ER PLAN F A DIG ALERT • � ER 21'/, '• � TM 2 j � TC •: �IN• 5' MIN. 3' MIN. �1 F ,� - � MIN. MAX` GRADED PER PLAN - - - 1 • - - _ .-I ER PLAN CALL GRADED 6'MIN. LOT FG. PER PLAN DEEPENED FOOTING BEFORE LOT FG. AS REQUIRED. LD 02-015 GR YOU DIG! Q - UTILITY SERVICE POINT 1-800-227-2600A RTCK]ENGINEERING CONVANY UNDERGROUND SERVICE ALERT NOT TO SCALE TYPICAL LOT GRADING DETAIL Callat bast 2 working days prior to excavating. NOT TO SCALE Tm Sm n>W Ri.wtde ori. phowlix TUCKS 1223 University Ave.,Ste.TAO-liva",CA 92507-5419-(M)7 -OM-FAR (909)782-OM-mmwAdm*x= CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: V"dFESS1 Designed by Drawn by Checked by COUNTY of R I VERS I DE B.M. T-29-61 BCH EHP EHP EMR RECOMMENDED BY: DATE: a� Drawing No. M CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Horizontal -� � ��' Contractor 2-1 iz BRASS D I SK I N CONCRETE CYL I NDER, 4 �� s/ repared Under Supervision Of IN THE N.W. CORNER OF THE INTERSECTION w No. 46804 z ^ ACCEPTED BY. DATE: Z�v OF RANCHO CALIFORNIA RD;C.WITH MARGARITA 1'=100' Exp.6-30-03 RONALD J. PARKS PRE�_ CIS E GRADING PLANS OF Inspector RD. 1.0' EAST OFA 7.0' C.L. FENCE, 40' NORTH Date LIE O (NO NUMBER) RN NORTH OF THE CENTER �c EDWARD MICH L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS LINE OF RANCHO CAL I EORN I A RD. SET FIBERGLASS Vertical �- TRACT NO, 23371-9 LOT NQS. 57-67 WITNESS POST I.0' WEST OF MONUMENT. �4�. CI V�����`�' 46804 6-30- Date Cmp It'd N/A alp cA,�� R.C.E. No. Expires THE LEGENDS PHASE 11 ELEVATION• 1126.410 (ADJ. 9-13-62) 03 i R.C.E. No. 19744 Expires 9--30-05 Sheet 1 of 2 gt\d_13212\212pgd203.dgn PLOT DATES 22-FEB-2002 JN 13212 ................. ............... UG 1 .............. ..... •• . .. . . . . , y�. ..... ........... . •............. . . .. .. L07 4 • .. ... . . . ... . . .. .. ................................... ............... TRA 07 233-7' 1 - 15 ....... ....... . . .. • 26.3 MEM 260/ 1 -9 ti 18.4 .rrr...............i.L►rA::.....:........... 22.2 b 26.3 ................. .. .. . .. 15.6 F FG FG FG ui FG F 273 3.76 _ -- - -�� - G -_ - - ..... 89 ' ` (� 18.4 _ ....�--� - v► 30.4 ' 19.54' 15.6 °' 18.1 3iJ:4..................................................... � .. . • • • . . • • ' ' . . �-- 15.3 + N FG ' .�- ` FGx a' _ FG • .. .. ................................ • • ....................... FG HP �, © � HP r 22.0 i -• .. - i ��" .Q' � 21.5 HP 25.4 , =� - - 179 i 260 11.2' � -�- FL � FL 2 L8 FL HP• i r ~ ��` ` 34.9 � 34.9 - FL F czs• - FG 17.6 15.0 �� FL 65 29.4 ,- 13. 66 FL FL PE=1218.4 PE=1222.2 64' 30.1 FF=1219.1 i FF=1222.9 i I PE=1226.3 63 HP 69 14.9 FF=1227.0 I 39. 1B i PE=1230.4 r 34.0 FL r 2C 12.6 i 2B I FF=1231.1 ► FG _ • 67 , , 3A FL 34.6 i - 39.2 PE=1215.6 1 6` a, r 1'•p, HP 34.5 - • .PG ti FF=1216.1 a ............. r2A w c' �- 29.0 / 6 2 FL ' . `'�" 43.a. ............ . . ... r $ 0 4 z V / ► PE=1234.9 a / 38.6 • • .. . o © w `': oo FL i i FF=1235.6 •� FLG" • • . . A o � _ I o 3B 38.9 0 • • • . ~R m r �, o GF-1222.2 i FG=(226.3 I 3► q,• 33.5 / HP •6' _ • .. .. W r 6'8 GF=1218.4 r - � © 21.2 r r 1 1' c,, 43 1 m rn , o u i 25.3 FL / 2 ........... -•-_.... r z 1T.2 9 FL 24.7 FL _ 38.6 , •7 ��= FG , ....... Cf. r _ FL 2 FL r GF-1230.4 1>;�4• ' ,' 6� FL . .. 08 N r 14.3 N C1,1 FL 13.1 5 co cn 29 5 13.6 PE=1239.2 ' 4, 46.7 - N N •N �. w t 2,9� / FF=1239 9 42 �- FG Ok � FL � � r °° m m � co N w wcn ^' � FL .4 42.8 .. �j ......... 6.9 �w b I :::Z- ao ocv `. 1A / FL HP .. r 1 - ^� �Co � �� "' �"��` %� N r r� v, c, GF=1234.9 42.6 6 3 .. .. .. 14.2 n FL ' � °�'- �' G' ,�� t r o Q• k ILL �/ / - ' FL �. •► � _ _' cn N moo" r? / 33.8 / FL ' - FG ............ . . ... . ... +.� �►' '� . L=54.02' R/w cv v7 C o ' • 4 / ,� 49:8.. � ^56.02 `_ N Qn',• N FL •�2 / 64 , FG •�_ ` ��, , •- PE=1243.1 46.1 o• ♦ - �^ L=-.9; `� •^� y S FF=1243.8 FL 217.85 T rn- 1221 4 n �? •N` h , 4• 37.8 GF=1239.2 •B' ZA 46.4 T,9, SO*s8,� FG r --- C r` 1225.01 r °' N 'ti" m HP x_83-q6 1214.5 TC + v w °° + -- �- .,� o �a FL 37.9 �/ / .2- 46r0 ' ` - o „ 11«8 U v, CURB & UTTER o as LL ,r? ni ti / / / c7 �.--� A cr rn L=56 h FL FL HP 2.0 + - �; G 59 -J. .1gT-' -.-�--- .�- �- 1230 38 T .�. c�, c`', 41.7 / PE=1246.7 9.1, 5�O -� 'a ..�� �� - - -� C , ,+�o �o i v FL o FF=1247.4 49 6 49 6 1 G c� 6 �C�� - 1 - 1 3 �' ,,,'`• GF=1243.1 45.6 �C / -�� Q. 1Z•l1w6 „� o a ry q, moo, / FL HP 49.3 r o� 41.9 r �� ��f�- �,� .� � • �` �'� `~�� - �� `� 1 39.2` 93 fs, •ti ` o FL ' / ,' / 58 FL 51.4 � wf MKUDRI `~`-- �`� TC �• , c?" PE=1249.8 FL r ` �v FF=1250.5 51,3 sip 4v 3B FL � CURB & GUTTER � _ �`�� � � �:; � � / 0000 VE �� r� - ��� / �a � h , Q�'�, a s �/ a , •� S •.0 k. i o 0o GF=1246.7 0,�` I 57 ''- �� ` •. .•'.: v, ` ", 0 / PE=1252.0 � � s•0 } ry� � V � 45.4 � / FF=1252.7 r �- FL ' 2B � •. � ��� �� ` � ti � y � 49.1 e �� -•• - .`yam FL 5.5. GF=1249.8 / J 48.6 ' L • _ _2 • tia ` � GF-1252.0 r ./, �. �" N 50.6 FL r �. PE=1227.7 ,. ` "? N. FL - 73 � �� � ��°� 1295 s' .ti N a PE=1230.3 7 2 _ = T •o - � cn N LO PE=1234.1 �. N LOo PE=1221.6 1 -f3.04e ` .-- Z 7 r12g3 8 ~ 148454 T �- PE=1237.9 rC� kXIS r 8•wA T2so.63 r oo c TSA01 NO , 2x753 (1,246, � � s 70 s, r -_. -1 PE=1241.1 C) (!,249 ` -- EXIST 8''SEwE r37 rCl EM EK U r � W 69 2"1 SLOP 1249.5DRIVE PE=1242.1 •`Q E L`�5r88 to _ N - ' 12.9" BVC, ,� +40 Ike .ti 4.9' N 129 w FG of ff r 15 I I � a o m n 0.5' DEEPEN _ •A L n> �Z m �,�m FOOTING '•: � ACO m C�l N,�,-�` 20.2 , n-n w 11.4/. I c� 0 W IV 1251.0 FS 10t6 . 7 --+ cn CA 0 1251.7 FS CL 470.88 DIG �,► C 18' DWY i I ALERT TW NOTES LOGGIAS ARE OPTIONAL. CHECK WITH SALES BEFORE BUILDING CALL CAUTION: BEFORE LD 02-015 GR YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1'= 20' 1-$00-227-2600 UNDERGROUND FACILITIES IS RICK ENGR*ZaTCMCOMPANY UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 a a as working days prior to axcovating. VERIFY IN FIELD. &m rm"P Rive t& O"UW Pbomh 1uam 1223 University Ave..Ste.240•Rhaml&,CA 92607-MIS•fW)7e2-0m/•FAX (908)762-0723•www.r dm&am CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: 90 S/ Designed by Drawn by Checked by SCALE Drawing No. BCH EHP EHP EMR RECOMMENDED BY: DATE: 4� M CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal -h 4� �: Contractor w No.46804 Prepared Under Supervision Of J� SEE SHEET N0. 1 1'=20' Ex .6-30-03 ACCEPTED BY: DATE: Inspector p Date RONALD J. PARKS PRECISE GRADING PLANS • Vertical � � EDWARD MICH L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS = � TRACT NQ, 23371-9 LOT NOS. 57-f 7 (00 Date Cmp It'd ' CIV 1�- L+ _ _ 9 N/A Cr c.�vF°� R.C.E. No. 46804 Expires 6 30 03 ~f �,e, THE LEGENDS PHASE 11 R.C.E. No. 19744 Expires 9-30-05 Sheet 2 of 2 gAd_13212\212Pgd202.dgn PLOT DATE:22-FEB-2002 A 0212