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HomeMy WebLinkAboutLot 21-27,43-49 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA CHAPTER 33. AS AMENDED. BY ORDINANCE 99-23. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE TRACT N0. 23371 -9pLOT NOS. 21 -27 AND 43 - 49 , NORTHWIND PHASE C STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE : 1X. BOOK"). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED PRIVATE ENGINEER'S NOTE TO CONTRACTOR A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. 400 3, MAXIMUM CUT AND FILL SLOPE -- 2:1 . ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO 4, PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE FILL SLOPES OVER 5' HIGH. w` W PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT A SER REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL TRACT NO. 23371- 10 TRACT N O J 233-71 - 1 1 SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE FILLS OVER 1 ' DEEP. b eel7IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S b WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF 4 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 3 COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. 262 ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY T. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS. � CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE ALONG TOP OF CUT SLOPES. 2 OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL a. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER a � LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE OR LIABILITY THAN ONE FOOT. 6 , � PERFORMANCE WORK OPROJECT, OF N D E X MAP RISINGFROM TTHESSOLENEGLIGENCEN THIS OFTHEXOWNERORENGINEER. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF J 2 1 -100 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON a ASSOC. DATED 7 _ UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY JANUAR1998 AND A2GR998TWOSE D REPORT �S OFFINE THEGRADING INAL COMPACTION � A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER 14 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 13 25 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 30 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 22 23 2 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR OF THE PRELIMINARY SOILS REPORT. 27 9 21 29 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 20 DAMAGE OR PROTECTION TO THESE LINES. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE � � 211 CC INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 19 22 23 24 ....... PHONE: (909) 694��11 LEGEND 120 25 ! 31 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' 1N VERTICAL HEIGHT AND FILL 15 b 7 26:7 32 TOP OF WALL ..................................................................................... TIN SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 12 BOTTOM OF WALL ................................................................................ BW PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM TRE& 33 EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE TOP OF CURB ELEVATION -•-••••••••-•-••-•••-------•-------------------------------------- TC SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 3 PAD ELEVATION .................................................................................. PE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 3� 7 R A,0 7 NO X 9 033 FINISHED FLOOR ELEVATION .................................................................. FF BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS FINISHED GRADE ELEVATION .................................................................. FG MATERIAL. . A R P 17 �b 49 4 35 HIGH POINT --------- --- -- --- ----------------------------- --------------- HP 13. IF STEEP SLOPING TERRAIN N OCCU S UPON WHICH FILL I S TO BE PLACED. 1 � 50 S 47 4s TOP SLOPE ........................................................................................ TS THE TERRAIN MUST BE CLEARED. KEYED* AND BENCHED INTO FIRM NATURAL b 51 45 SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 54 53 �2 44 \ FLOW LINE .................................................................................... FL REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 43 ' 2 1 41 36 TOP OF GRATE ELEVATION -------------------------------------------------------------------- TG 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 40 GARAGE FINISH FLOOR ELEVATION .......................................................... GF PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT ♦ EXISTING ELEVATION_________________ ......................... (9/10) PROPERTIES. 37 FIRE HYDRANT LOCATION ------------------------------------------------------------------- ►O��M .15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. SITE STREET LIGHT _._____ ...................................................... 0_� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 38 DIRECTION OF DRAINAGE FLOW .............................................. FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES RETAINING WALL (BY SEPARATE PERMIT) ................................ AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT Ex ) S7 ) N G M S I L E HOME PA K ADJOINING PROPERTIES DURING GRADING OPERATIONS. 39 APPROXIMATE LOCATION OF ELECTRIC METER ..............................--------_-- 17. ............1T. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SEWER LATERAL LOCATION ................................................................... Q TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE �r7 WATER LATERAL AND WATER METER LOCATION ......................................... ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN o VERTICAL HEIGHT. ELECTRICAL TRANSFORMER .................................................................... o z yew TEMECULA ❑ � ``' � -- POWER LINE AND HANDHOLES H 1e. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 0- . WAY PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE o � o ti�'� t� `�' �� TELEPHONE SERVICE ............................................................................ ❑ ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN LOT IX �U SITE 5 WITH RESPECT T ADJACENT GROUND SURFACE IS REQUIRED, TH w v LINE N vo q GRATE ............................................................................................... ❑ ELEVATIONI C 0E 3 MIN, � ��� TRACT NO. 23371-9 �� ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. a � 5' MIN• W �? .•c N �. AIR VALVE......................................................................................... Q a� V) 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA `-' z© " 2``I ~ TELEVISION PLATFORM ......................................................................... U. ow ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. �� 3 MIN. 1 �.. coo b� BACKWATER VALVE --------------------------•-----•-•--•-••••.•--•-----.......------------..---- Q SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. 2'/ MIN' e MAX• CA11F04tNlA ' SHALL BE PLANTED WITH APPROVED TREES. SHRUBS* OR COMBINATION � 21/. � AIR CONDITIONER LOCATION ------------------------------------------------------------------ THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES* 20' ON j#l�N, �q r r 7r�A r 7 NO GRAD I TOLERANCE NOTE CENTER. COMBINATIONS. 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL M,qX. �� GJLr COU�8E b 1 HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH E3ACKFLOW GRADED '�b qpr TRACT�7 �(� � 233-71 - � Jr., �337 � GRADING SHALL BE DONE W I TH A TOLERANCE OF 0. I ' OF THE GRADES AND PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. LOT FG. RANCH r9 GRADED 6 MIN• ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LOT FG. 15 b2 - CONSTRUCTED WITHIN 0. 5' of THE LOCATION SHOWN ON THESE PLANS. LESS THAN 114 PER FOOT FOR A MINIMUM OF 3 FEET. �• IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE A TEMECULA RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 1 NOT TO SCALE N.T.S. b3 PERMITTED. ESTIMATED EARTHWORK QUANTITIES 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD VICINITY MAP PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. LAFG N 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 BACK OF SDwLK PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THEF _ _ b� NO. LOTS CY/LOT TOTAL CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. _ UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY TC LAN �� - - 14 15 210 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. PER PLAN 1/.W OPTIONAL MIN. 66 V r 67 CURB �' L 1 • ° FF=100.0 3 INDICATES LOT NUMBER I PE=99.3 2 FF=100.0 INDICATES FINISHED FLOOR ELEV. FS 10' (TYP) FF=10 0 PE=99.3 INDICATES PAD ELEV. 69 PE 99.3 3 INDICATES BUILDING TYPE R PLAN 12,0 2 FS MAX 2 LAN 'NZ1 R PER LAN LAN TC r�MrN• 5' MIN. 3' MIN. i F '^0 10'MIN (TYP) RIGHT OF WAY 1/. MIN. LAN �� DIG A RT PER PLAN _ 11M FG DEEPENED FOOTING LAN AS REQUIRED. T �� Q - UTILITY SERVICE POINT N EXIST. CURB AND GUTTER TER CAUTION LD 00-099 GR BEFORE TYPICAL LOT GRADING DETAIL YOU DIG! EXACT LOCATION OF EXISTING BUILDING FOOTPRINTS 1-800-227-2600 UNDERGROUND FACILITIES IS NOT TO SCALE ��►is IIRJCKENGWEERMG CO MPAW NOT TO SCALE � "SO CnICQQ0 Avenue UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO "■L Suit. 100 Callat least 2 working days prior to excavating. V E R I F Y IN FIELD. �N- California 92507 :90911 ?$2-oto? DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESs� Designed by Drawn by Checked by CONSTRUCTION RECORD SCALE � TEMECULA Drawing No. COTY OF RIVERSIDE B.M. T-29-aI MICHEc EH/EMR EH EMR RECOMMENDED BY: DATE: CITY OF DEPARTMENT OF PU13LIC WORKS Horizontal 4 b pa ed U de Supervision P e r n r rvi ion 0 f Contractor 2-1/20 BRASS DISK IN CONCRETE CYLINDER, 0 IN THE N.w. CORNER OF THE INTERSECTION & No.,6804 i ACCEPTED BY: DATE: � l� DO OF RANCHO CAL I FORK I A RD. W I TH MARCAR I TA r=100' Exp.6-30.03 0 = � PRECISE GRADING PLANS RD. 1.0' EAST OF A 1.0' C.L. FENCE. 40' NORTH Date 0 RONALD J. PARKS Inspector LINE P. RANCHO CALIFORNIANRD.TH SETTHE FIBERGLASS Vertical EDWARD MICH RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT NO, 23371-9 LOT NOS. 21-27Y & 43-49 WITNESS POST 1.0' WEST OF MONUMENT. `!`l4T CIV 1�• ��r - - - PRECISE GRADING PLANS Date C rrd F F�` 46804 6 30 03 NORTHWINDPHASE 6� ELEVATION. II26.�Io uo,l. 9-I3-e2) N/A �' CAI. R.C.E. No. Expires R.C.E. 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L=42.Q2� M, �° �,,. � e,, �, F L 0.5 DE EN ' C Go � � � FL FOOTIN �'� � 34.0 � r , U.) ,� i .: 46 35.3 FL FF=1235.2 234.36-1C �, 1235.29 0 c 11235.82 ; .. , ,� ,',� o, v' FL I Lel 1234.18 0 TC 'o TC o 1 `�' N ;� d.• 36.4 TW 34.0ca • : .� ..� 12 TC c� `+ °' + co 1235.94 c^o a.• �. �. . IM L ; 48 �• 33 7 TF FL 15 4" • p R o ' v \ + ' �- .pp (v N V a� LA. • oCATED'1 � Go LL ` 9ER o1235.63 .p 0% �rte; co rte •`'1234 26 T C CURB PI 0 1235.61 ' 235.64 0 0-� >. .' _ o co + I + TC I ' ^' C' `� I 0• �" ' L' 8' ""' N N G�• I II 1 + �-- J -- RIM EL �►, o � \ coo in 3 I -� r �� �- = 1 � T 1 . `�� • 1234 �� 1235.93 ao.• - 11 .. ,. 1236.02 L=63.00' ca �C T R�� 'Co ``� 1 33.67 + o 3 . " v I cn o 1232.84 c� L` ~` - %0 h 10 1234.66 CURB 8 GUTTER I y ► - ; -� N�. 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VERIFY IN FIELD. California 92S07 (!0!) 742-0707 DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by • CONSTRUCTION RECORD SCALEFESSI Drawing No. �� ACHE EMR/EH EMR/EH EMR RECOMMENDED 8Y; DATE: �'�� CITY OF TEMECULA DEPARTMENT OF PUBLIC OR S �, � , w K Horizontal =' tai �: P spared Under Supervision Of Contractor 9 W No.�6eo4 = � ACCEPTED BYs � SEE SHEET NO. 1 1'=20' EXp.6-30-034 /jO6 . PARKS DATE: Inspector DatePRECISE GRADING PLAN RONALD J Vertical 49 r C�v�� DWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT NO. 23371-9 LOT NOS. 21-27 'r '� Date Cmp rt d N/A 't Cr %I R.C.E. No. 46804 -Expires 6 30-03 R.C.E. No. 19744 Expires 9-30-01 '� 1 ► N 0 R T H W I N D PHASE 6 Sheet 2 of 3 g:\d-13212\212PGD97.dgn PLOT DATE: 13-JUN-2000 JN 13212 i SEE SHEET NO. 2 1 Sol 24 HP F 4. 35.6 , PE_1237.8 / 25 ,'005s, . �� 5.5 FF=1238.5 _ - 6.0 PE=1237.4 , 36.4 Tw 35.2 I - FL ! � � �_�� � i � 3C ► �� FF=1238.1 � � 34.2 TF HP '' GF-1236.8 35.6 � � ► g. . FG I i I 35.9 36.1 ► I r 1B T,�, GF 1235.7 FL FL FL 36.5 GF=1237.8 �- r , 34.5 °' �� �1J 34.5 i 5.0' FL 36.5 r 36.6 � � �, � 35FT FL 34.5 N � H FL � FL FL - L 35.8 27 FL �J V1 0 N r i.- N Q, ,L. ,� %�, �,, FL PE=1235.2 A °: ": N N LA r`M o /or ,�. w GF=1237.8 6/� GF=1237.4 r 5.5, FF=1235.9 �r M - N �, �;o T 2r , 3B N \ .- , �` o. ..M ,� 36 1 0.5' DEEP N i 35 0 TF ,,,, �n N �, t• v, cn FOOTING PE=1236.4 I II / (� r ► L=42.88' ,r,r, o `D`` `` 36.6 FL 36.1 ,r GF=1236.4 FF=1237.1 Nut JC �,��' ,�? cQco %� FL FL 35.3 2A � L ,2.02' , ao v, v, 0.5 DE EN r o ' 4.l m � FL FOOTIN = 34.0 • f m► 1 ': V. i 35.3 FL FF=1235.2 -' I 6 C r o � 1235.82 - � `�' � "r' "' °; N � 1234.3 1235.29 ► / C-) Co + o ; .. 27 N N cv °� FL 36.4 TW 34.0 I r 1234.18 TC r- co TC / 0 3 ,. ( I TC © a; + I • v '� ': �. 33.7 TF FL 154 - • °'- + RIM L b I ( N 1235.94 ; ge•00, - A_; M ,�, ' 1235.63 •p o. 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I PE=1237 / .2 : FF=1237.9 �� ► FL 35.8 35.7 '�' �� �' �„ 14.52 Raw .� 0.5 D EPEN •� 1�, U. , � , 5.5 2C �� ► r= 5.5' FOOT G FL FL / ^� , �� `` " 3.00 i : ► GF=1237.1 o 50 s•6' r S GF=1237.8 6.5' r n; co o PE=1235.7 z 36,6 48 r 47 r 0.5 DEEP N 35.4 CNjrn 1236.4 36.5 PE=1237.!1 r =1237.8 FOOTING / FL 35.4 �` N N ' FF FL FL FF=1238.5 ► _ 36.6 TwLn 3 A 3A , FF=1238.5 a i FL 1 ► 33.8 TF ;�, 39.2 35.1 7197' 2AR 6.6, GF=1236.6 34.1 V 33.2 FL FL 4'9 FL ► 37.2 fi FL 34'1 i 0.5' DEEPEN FL 6 37.1 ► FL S.T• 7.1 FL A , FOOTING � 37.2 TW Ole % FL � 37.1 , � / 0' 34.8 TF - - ----� ` 37.1 % FL 46 : / 45 g•0, GF=1234.5 br 36.9 FL ► PE=1237.1 PE=1236.6 HP FF=1237.3 42 35.4 37.5 _ I � i - / FF=1237.8 , M �i HP I.00 c - _ HP I - _ _ � 1CR 3AR p ; GF=1235.3 5.0' r I PE=1235.2 � �n 37.5 , 36.4 35.9 '44 1 .5' HP :,� r FL FL PE=1235.3 Z , 43 0. c 36.4 35.9 34.6 FF=1236.0 V I PE=1234.5 % ` FL / FL FL 2CR ~ FF=1235.2 1 / � 1AR ` - 36.8 r �� 36.3 1r L 33.8 33.9 I - - � / AHP- r 36.3 Tw 34.6 FL FL i STORM DRAIN ,� �// ` �-� 24.3 TF FL • N - ^'- N EASEMENT / - -- -�a, 34.5 +^ ' 101 I 5' DRAINAGE �� 35.034.2 34.2 EASEMENT `o / Jnr' HP 35.3 .��- ` HP 36.0 35.3 FG \ 37.6 37'2 35 8 FG 37.6 FG 37.1 #/ 36.6 36.6 ,� FG FG FG FG 38.1 FG FG FG `J ' DRAINAGE FG 38.1 38.2 EASEMENT -�. �-- FG 38.3 FG46 �-FG � �' • � EXIST 2:1 SLOPE <n• \ � 52.15 .•� _ \ EXIST 2:1 SLOPE -- „�. \ \ \ \ 5 ,T. 5X88• ' ' , °' \\ \ \ • EXIST -2:1 SLOPE Z, LANDSCAPE 8 \ \ \ \ 32'5 LANDSCAPE 8 MAINTANENCE EASEMENT \ \ \ \ r MAINTANENCE EASEMENT \ \ � 30,52 moll awoo EX 1 S7 MOB 1 L HOME PARK s?�• � \ SlSB• DIG A RT IV Cm-L CAUTION: LD 00-099 GR BEFORE YOU DIG! EXACT LOCATION OF EXISTING SCALE: 11= 20' moi►7RICKRTG G COMBWY 1-800-227-2600 UNDERGROUND FACILITIES IS 305o cr,rccaga Awrwuo sort• ioo UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 2p 0 20 40 .;p. Aa;ersaa , , �,o,,, ,tz_o,o, Callat least 2 working days prior to excavating. VERIFY IN FIELD. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Essi Designed by Drawn by Checked by Drawing No. SCALE � akgi RECOMMENDED BY: DATE: / �D W►%CHEL EMR/EH EH EMR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Horizontal r� �% Pb repared Under Supervision Of Contractorw No.46e04 = . J( /4v- SEE / aG e � �' ACCEPTED BY. DATE: SEE SHEET No. 1 1'=20' Exp.6.30-03 Date 04 RONALD J. PARKS PRECISE GRADING PLAN Inspector Vertical ARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT NO. 23371-9 LOT NOS. 43-49 F 46804 6-30-03 �r t NORTHWIND PHASE 6 9 Date Cmplt d N/A orc �,��F R.C.E. No. Expiresby �� R.C.E. No. 19744 Expires 9-30-01 r Sheet 3 of 3 g:\d-13212\212PGD98.don PLOT DATE: 13-JUN-2000 JN 13212