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HomeMy WebLinkAboutLot 5-11 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA, CALIFORNIA WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX CHAPTERGRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 33• AS AMENDED BY ORDINANCE 99-23. PRECISE ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE 1X. STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED TRACT N Q . 2 8 4 8 2- 2 LOTS 5 - 11 SUNRISE P H ASE 16 BOOK ) A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . A CESS ESM'T PRIVATE ENGINEER'S NOTE TO CONTRACTOR 4. PROVIDE 51 WIDE BY 1 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO R THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT1 -- PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY I 7 �L SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL a,� ` REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF FILLS OVER 1 ' DEEP. ' � CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION IONTEMECULA NAY q SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE DEPARTMENT A ENGINEERING DEPART WRITTEN �� S� �jQ WITH SAID REGULATIONS AND ORDERS. I EN CERTIFICATION OF COMPLETION OF +f�. I�/ ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR 404 TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO .c F �� / CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. �'F �• `� 9 3 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE t6' / 2 COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR 0 STORM FLOWS. o / S L 0 P E ESM/T ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY ALONG TOP OF CUT SLOPES. 10 1 / CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CALIFORNIA THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER SITE �` SITE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL THAN ONE FOOT. LIAILITY, 11 81 PERBORMANCEROFLWORKAONE THDS PROJLLGE , IN �CTECEX� EPTION wION FHRA Y 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF RAMC o gprT 82 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON d, ASSOC. DATED 4 JUNE 109 1999. TWO SETS OF THE FINAL COMPACTION 15 12 80 8 3 _ THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 84 R A O r NO 22492- 1 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION TEMECULA A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER 13 THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS �,T,S, ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES OF THE PRELIMINARY SOILS REPORT. 7 9 6 3 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 10. H N ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE VICINITY MAP EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 14 78 64 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY PERMIT FINAL INSPECTION FOR EACH LOT. DAMAGE OR PROTECTION TO THESE LINES. PHONE: (909 ) 694-6411X GOr 15 62 1ST GOLF COURSE 77 65 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL LEGEND SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE16 6 1 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 76 66 TOP OF WALL ...................................................................... TW EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 6 O SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. i TOP OF FOOTING ................................................. TF 17 67 TOP OF CURB ELEVATION ------------ --------------------------------- ---- TC 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 75 PAD ELEVATION ----------------- ............................ PE BEEN CLEARED OF WEEDS. DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 5g ------------------------ MATERIAL. 18 68 7 4 FINISHED GRADE ELEVATION .............. .........FINISHED FLOOR ELEVATION .................. ............ ...... 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, --------------..----------------------- FG THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL 1g HP SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A z 58 HIGH POINT .............................................................................. REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. = W = -- 73 69 TOP SLOPE ......... ................... TS 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF ~ LOT ~ 0 2 O 5 7 FLOW LINE FL PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD w '�` LINE w ~ 70 o TOP OF GRATE ELEVATION ._.. TG BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT W i 5' MIN. 3 MIN, w CE z PROPERTIES. W �_, �Uj 21 72 GARAGE FINISH FLOOR ELEVATION ........................................... GF 0 oo � oW 6 EXISTING ELEVATION ........................... ---------------- ------ (91.70) 15 DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 00 3 MIN. 1 .... 0Uj 71 �22 INDEX MAP FIRE HYDRANT LOCATION -------------------------------------------------------- 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 2•� MAY,. 1'=100' - FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES 2% M1N �- 21�' 55 STREET LIGHT .................................................. AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 21� M DIRECTION F AX. 2 3 42 DI EC ION 0 DRAINAGE FLOW ............... _ _ _ `ADJOINING PROPERTIES DURING GRADING OPERATIONS. GRADED ........ ..... 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- GRADED 6#MIN. LOT FG. 43 RETAINING WALL (BY SEPARATE PERMIT) ...... ............ TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE LOT FG. 24 44 APPROXIMATE LOCATION OF ELECTRIC METER ........................................... Q ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 4 5 46 SEWER LATERAL LOCATION ---------------------------------------------------------- --------- � VERTICAL HEIGHT. A 4 1 47 5 4 WATER LATERAL AND WATER METER LOCATION . 25 4g 53 -- ------ a 18. ERECIVIL WHERE ENGINEER SPEI SPECIFIC ELEVATIONS I ONSIT EAREFICATION REQUIRED,RED�F THE BUILDING I NG- NOT TO SCALE 40 49 5 2 ELECTRICAL TRANSFORMER ........................... PADELEVATIONS. __ .... 39 50 51 ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN 38 POWER LINE AND HANDHOLES ........ H❑ ----------------------------------- ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE 26 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 35 TELEPHONE SERVICE ---------------- 0 ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 36 -� GRATE ------ ----------------------------------�----------------------------------------------ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 27 3 4 AIR VALVE .,.................. ............................................................... ......�-- SHALL SLOPES OVER IVERTICAL 15' IN HEIGHTs LBEPANTEDWITHAPPROVEDTREESINSHRUUBS[OORT COMBIINADTIONVER. 28 33 TELEVISION PLATFORM ................................................. Q THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON 29 BACKWATER VALVE .............................................................................. a CENTER. COMBINATIONS, 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL 3 O p0 31 HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW �� PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. 32 / P GRADING TOLERANCE NOTE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT / c GRADING SHALL BE DONE WITH A TOLERANCE OF 1 ' F LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. �` ELEVATIONS SHOWN ON THESE P 0. 0 THE GRADES AND P� ESE LAOS AND ALL SLOPES SHALL BE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE SD E S M'T � CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. PERMITTED. �� NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE ._\C� RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ESTIMATED EARTHWORK QUANTITIES 23. • APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE FG Vj CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY BACK OF SDWLK PER PLAN SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. r NO. LOTS CY/LOT TOTALS FIG 7 15 105 CY PER PLAN _ INDICATES LOT NUMBER 2 INDICATES PAD ELEV 1 � 3 R/W r: ? INDICATES FINISHED FLOOR ELEV FF=100.70 PE 1000 FF=100.7 FF=100.77 HP INDICATES BUILDING TYPE 1 2 3 CURB '. � r • �`• 10' MIN PER PLAN L: I FS I GF=100.0 GF=100.0 PER PLAN 12.0% INDICATES GARAGE FLOOR ELEV GF=100.0 FS MAX PER PLAN DIG _ _ •ALERT5' MIN. 3' MIN. ' rM .• - 1/. MIN. PER PLAN 3 Ill _ FG DEEPENED FOOTING 10' MIN (TYP) � o CALL PER PLAN Q AS REQUIRED. RIGHT OF WAY BEFORE LD 00- 190 GR YOU DIG! 1400-227-2600 TYPICAL LOT GRADING DETAIL CURB & GUTTER v�RICK IENGP�EmNG COMPANY UNDERGROUND SERVICE ALERT NOT TO SCALE 1,AM■�.s 3050 Ctoo �venus KIMONO suite too CaNat least 2 workingdays prior to excavating. ■►`!�!. California 92507 (�) 782-0707 ` Y 9• Rtverside, CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: SCALE pROFESSIpH Designed by Drawn by Checked by COUNTY OF RIVERSIDE B.M. T-29-81 ��*° MICHEt 4�Fy EMR/EH EH EMR RECOMMENDED BY: DATE: �d CITY OF TDrawing No. . DEPARTMENT OF PUBLIC WORKS 2-1/2'BRASS DISK IN CONCRETE CYLINDER. Horizontal =' P� : z Contractor IN THE N.W.CORNER OF THE INTERSECTION 4P Prepared Under Supervision Of OF RANCHO CALIFORNIA RD.WITH MARGARITA No. 46804 z ,� K RD. 1.0'EAST OFA 7.0'C.L.FENCE, 40' - 1'=100' Exp.6-30-03 RONALD J. PARKS ACCEPTED BY. DATE: � OID PRECISE GRADING PLANS Inspector NORTH OF P.P.(NO NUMBER), 94'NORTH Date ._e 4 _ OF THE CENTER LINE OF RANCHO CALIFORNIA EDWARD MICH RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 28482-2 t RD. SET FIBERGLASS WITNESS POST 1.0' Verticals] CMV = : - V W WEST OF r LOT NOS. 5- 11 • Z Date Cmplt'd ELEVATION:MONUMENT.128.410 (ADJ.9-13-82) N/A q f O CA% R.C.E. No. 46804 Expires 6-30-03 - T�, R.C.E. No. 19744 Expires 9-30-01 •-r,o 19� o•�' Sheet 0 N.. . SUNRISE PHASE 16 see 1 of 2 0 G:\d_13212\212pgd 101.dgn PLOT DATE: 13-OCT-2000 JN 13212 r - - w _ - - - - - - - - - - - _ w _ - - - - - - son � w r r w r .rr w r r ' ~ y y r f r r '~ TRACT N04 2848�1`3 w r r ► _ r w r ~ r rr wf ROYAL BIRDRIVE ► tir r _ KDALE _ r w _ . _ r r r r` � • r . r 1 ti r r r r . r " _ r r - r - - w - r rr _ _ +. _ _ _ _ _ r _ rr _ _ _ _ _ .r - - w r r r ~ a _ _ _ _ _ _ _ _ - _r '• - r - - - w. _ - - - rr - - r - ~ �-,�_•r-{ L=146.71' � ' ~ ` ~ - _ _ ACCES -E*SEMENT _ r - 1 _ r A• 2:1 SLOPE 1 . r - EXIST R-WALL r 5.1 3A _ r FL � .•• / r r r r r 1233.2 FS 35 6 CL 18'DwY FGI FL 1233 � .33 TC PE=1 36.2 1233.0 FS �.r 11.8/. � .r. . • FF=1236.9 - • r / r r 33.0' i 3B CZ 18, - •S , 35.9 STRENGTHENED 0.5 DEEPEN 3b.46' Dwy 12 ~ ~ ` `• ` - `- a CONVENTIONAL o HP � FOOTING FS ` r n �, 35.1 1�3 34.2 •- EXIST I 35 0.O .6 o FL 3.2 FS FL `• NR-WALL FL 9, `�y ' r 35.38, GF=1235.4 36.2 �. - _ 92.69' - - _�� 12 2.7 FG 1232.52 1 p::: 6 34.7 35.4 r w - - -------- ` TC 2,6, FL FG 33.0 1232.5 FS PE=1235.4 34.1 33.5 a, FL N 10+19.69 0.5' DEEPEN FF=1236.1 FG FL o o FOOTING 1C 35.1 GF=1234.1 1232.0 FS o CL18'DWY a Y 34.2 I HP 23.0 8 1o.s/. , 1232. _ _ FL 17.0, �. 18 33.8 _ _� 20.0 10+q rC 1232• _ o PE-1234.1 s•58 to' 34 8 HP FF=1234.8 �� 18'Owy 12 � 22 9� • Ln 2C STRENGTHENED '9 32,0 FS _ 152 � FL V, 22.6 12 32.2 ^ 4, FG _J o ► �' CONVENTIONAL 32 9 a co 31• A CP 0 FS F L _ ��33.4 i HP I 33.5 �? FL , 10•Si in FG FL FG 1 7 � �� GF=1233.3 �n• � -� 41 �� _ _ _ ��` 235. TC 9 32.8 ` X1.9' 22.2 3 . + � - - � 1q•q' p :: FG 94.621 - - - ` �� i 5 FL 133.3 FL • 4 _W LL 30.8 PE=1233.3 33.0 FG PE=1222.9 EX15T 31.2 1230.5 F :�' FL 10+69.69 0.5' DEEPEN FOOTING FF=1234.0 H� ,� FF=1223.6 3�•8 � o CL 18 DWY • FL 1229.5 FS 1B 17.O�i 3BR FG GF=1231.8 �. r 10.9'/. 1228.51 TC o , 9 �-�' o; GF=1222.9 31.5 ► PE=1231.8 q 4'/-n �• 32.0 32.6 a,• 21.8 S HP �{ FF=1232.5 o FL ' - _ FL 4' FL 3A STRENGTHENED d © (/� 2.1.3 CONVENTIONAL 15.0 __4 _ '33.3 �� 21." v, 30.7 �� F� 4 FL 4 • • FL X 31.2 0 -� � W 1227.86 � •• � E T FL TC `�a _ a � � a 31.8 R- ALL - ,.--94.00 FG ••-A. 1 25.5 FG L-44.94 ^ _ /TG - - _ 1226. - - �• •• .:• -:. .:• .. • `67.01, � ^� 27.8 1227.5 FS ..: 28.3 v+ FL M 11+20.69 ..: ... Ln 'o CL 18 DWY 1222. 28 9 FL 31 TC r - C' r �• r FG I GF=1228.9 1226.6.FS o 1225.34 TC 1222.4 FG/BW N Qo o ��� 1 S r �1)LF 010URS 2T.1', 11.0/. 50- vc o 1 210' i" + CO w_+ 5.00% + °`-' 12 19.5 3 TC � 0 PE=1228.9 2.00% - o 11 1p ' V 0 .6 1 WAY FF=1229.6 STRENGTHENED 14.9 28 C o HP i 3C CONVENTIONAL PACIFIC CROVE N CID .- • 27.8 CURB & GUTTER 1221.03 TC 1219.55 FL 28.3 1 24.61 TC \ FL d i BW F224.8 RIM EL G . . • .40 1111111111111111111111111111111111 CZ 1224. FG 1223.79 28.9 EXIST R- ALL 1224.56 • Y L.=5 6.31' ' FG 90.00' `" - - � o TC RIM EL �:: � � y - -78 4.4 - - _� % - - -� - -� _ 23.7/ (LD �� .6�• 24.9 Ln FL 1224.2 FS 11+74.88 ����.- FG ►r-,LZ a �r 8'DWY i 23.3 23.4 � X5.4 I FL 2 FS CL 1 1223.04 1223.2' 22.7 �, X11 FG GF=1225.4 1223. TC G FL FL HP 00• . c 25.1 '�' i 20.4 1, •\• �i ' i / /"'9.$ HP 21.3 8 F L •. ' = PE=1223.1 Q° •' 27.1 PE-1225.4 / I BW � FF=1224.7 FF=1226.1 STRENGTHENED 1B � 3B CONVENTIONAL N N 1222.4 FS GF 1221.6 � 24.2 0 2.5' 12+06 84 GF 1223.7 11.5'T 1 24.7 FL 114.2' M 1221.4 FS CL 1$' DWY "' 22.9 FL J 1220.98 T X8.4//• 22.4 'u� 23.7 25.4 _ -� - ; - FL FL FG 1221 FG - ` 27.3' FIG94.53C 1220.87 TC _ _ _ _ - - - -= - - - - _),,o,- 90.00, 82 s9, 22.0 2 _ -r - - _ 20.9 PE=1221.6 FG 18.3' 21.5 jLn FL 1220.7 FS 21 9 FL FF=1222.3 / -� 21.2 •DIG ALERT N EXTEND EXIST 12+34 32 I � 20 7 FG �0' 2B SCALE: 1' = 20' 21,7 T = 1219.7 FS CL 18' DWY 12+39.10 �, 1220.4 FS FL FL / rM i HP RE �AINING WALL GF 1222.0 9_ 6% � CL 18' DWY `�' GF 1221.9 20.9 20 20 40 2 1219.4 FS - m cv FL C> PE=1222.0 ::= 23.9 �' 7 21.6 °' J CALL CAUTION: FF-1222.7 0.5' DEEPEN � 25' 15.0' HP��� _ . 21 3 h LD 00- 190 GR BEFORE 1C FOOTING 4 25, 80 FG ���; YOU DIG! EXACT LOCATION OF EXISTING 18 18 \ PE 1221.9 2� VI FxTP*Nn FX11rT 20.6 $ WK 4.5 .. .. I 6 ISM FF=1222.6 , q3 q FT i� ,.RICK]ENGRIIIIIIJURING COMPANY 1400-227-2604 UNDERGROUND FACILITIES IS SDK 11FASosli 3050 cntcago Avenue UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO ® P, suite to 100 EEM Riverstpe. Callat least 2 working days prior to excavating. VERIFY IN FIELD. 9141ZTRrAmm Ca I 1 forn 1 a 92507 (409) 782-0707 DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by Drawing No. CONSTRUCTION RECORD SCALE ppRpFESS/p�4`� EH EH EMR RECOMMENDED BY: L� 9 � , M�CHEL y DATE. C I T Y O F T EMEC U LA DEPARTMENT OF PUBLIC WORKS Horizontal Q� P s Prepared Under Supervision Of Contractor No. 46804 D y ' o z ACCEPTED BY: DATE: / d0 SEE SHEET N0. , 1•=20' Exp.6-30-03 Date _0� RONALD J. PARKS PRECISE GRADING PLANS Inspector Vertical EDWARD MI EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT NO. 28'482-2 LOT NOS. 5--%-11 � sr Civ�� �p 4lF o 46804 6-30-03 SUNRISE PHASE 16A Date Cmplt d N/A CA�\F R.C.E. No. Expires '•,e i . R; R.C.E. No. 19744 Expires 9-30-01 -r,,N,• ,.• .Sheet 2 of 2 0 G:\d-13212\212PGD 102.dgn PLOT DATE: 13-OCT-2000 JN 13212