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HomeMy WebLinkAboutLot 15-26,57-61 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO BE DONE � 1 . ALL GRADING SHALL CONFORM TO THE 1968 CALIFORNIA BUILDING CODE. APPENDIX PR �ECISE GRADING PLANSTHESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE CHAPTER 33. AS AMENDED BY ORDINANCE 99-23. ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA TRACT NO , 23371 - F LOT NOSSTANDARDS■ 15 - 26 & 57 - 61 THE LEGENDS PHASE AND SPECIFICATIONS. AND THE LATEST EDITION OF THE 9 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 A MINIMUM OF 2' FROM THE TDP OF CUT OR FILL SLOPES. 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' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 24 23 OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO FILL SLOPES OVER 5' HIGH. THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE 25 PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS 5• ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 22 SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ,� SITE �� CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPDRT FOR ALL �, 1'EMC1�A WAY SAFETY ORDERS. THE FILLS OVER 1 DEEP. ' ' �� 27 IN ANY WAY FOR THE CONTRACTORS CIVIL NAND SUBCONTRACTORSEER SHALL NOT BE COMPLIANCESPONSIBLE SITE S �� WITH SAID REGULATIONS ORDERS. 2 8 AND RDERS 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S a ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF SITE CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR '� F�, �' TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO �'fG 2 9 20 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE GOLF COURSE URSE 3 O 57 COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 1OOYR Q STORM FLOWS. CALIFORNIA ~° 7 NO 233-71 � � TOATINH�UCONTRASLY DTORTSHALLIDEFENDMITED TDINDEMNIFYNORMAL DANDNHOLDURNE AND ALONG TOP OF CUT SLOPES. 3 OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL '9 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 58 LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE ,� �•4 3 2 5 6 PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY THAN ONE FOOT. A ?��► 18 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF �'� 33 59 THE EXISTENCE AND APPROXIMATE THE EXISTING GRADED PAD CONDITIONS BY LEIGHTON b ASSOC. DATED 'I5 55 LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY JULY 16. 1998 AND AS GRADED REPORT OF FINE GRADING TEMECULA 3 4 1#7 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER DATED AUGUST 8. 2000. TWO SETS of THE FINAL COMPACTION 5 4 60 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH KTs. 3 5 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 16, SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 5 3 GOLF COURSE ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR OF THE PRELIMINARY SOILS REPORT. VICINITY MAP 3 6 �� EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 5j2 7 � 7 `� AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON+ AND FOR ANY 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 37 15' DAMAGE OR PROTECTION TO THESE LINES. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING4 4 51 PERMIT FINAL INSPECTION FOR EACH LOT. 38 PHONE: (909) 694-6411 39 45 50 14 LEGEND 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 43 46 13 TOP OF WALL__________________ ___________________________________________ ________ TW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE TOP OF FOOTING ------------------------ ___ TF PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 42 47 ...."" EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 12 TOP OF CURB ELEVATION.................................................................. TC SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 41 68 48 PAD ELEVATION ______________________________________________________________________________- PE 12. NO BEEN ILL CLEARED OF WEE DSEDDaR I S EXISTING TOPSD I GROUND OTHERTHE DEL DELETERIOUS49 40 4 g 11 FINISHED FLOOR ELEVATION ---------------------- .......-.-.--.-.-. FF 6-� FINISHED GRADE ELEVATION FG MATERIAL. --------------------------------------------------------------- ,� 10 HIGH POINT HP 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. 6 g Q TOP SLOPE TS H TERRAIN MUST BE CLEARED. KEYED+ AND BENCHED INTO FIRM NATURAL 62 ----------------------------------------------------------------------------------- SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 70 66 FLOW LINE ."""""""-"-"".............""""""""""-"------------..____________-------.....________ FL REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 9 TOP OF GRATE ELEVATION -------------------------- 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF GARAGE FINISH FLOOR ELEVATION _______________________________________________________ GIF PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD 6 3 8 EXISTING ELEVATION .................................. -... (970)BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT .......................... PROPERTIES. 71 65 .70 7 FIRE HYDRANT LOCATION "--------------------------------------------------------------- ,� 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 0 2 STREET LIGHT ................................... 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 72 64 DIRECTION OF DRAINAGE FLOW ____________________________________________ FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES '� 6 ~- - AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT CJ RETAINING WALL (BY SEPARATE PERMIT) _______________________________ ADJOINING PROPERTIES DURING GRADING OPERATIONS. `' 73 5 APPROXIMATE LOCATION OF ELECTRIC METER ----------------------------------------- D 1T. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SEWER LATERAL LOCATION ________________________________________________________________ 0 TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE4 WATER LATERAL AND WATER METER LOCATION............................... ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 0 9 74 -------- 0 VERTICAL HEIGHT. z OL- 3 ELECTRICAL TRANSFORMER ----------------------------------------------------------------- 1 S. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING '~ LOT ~ o D X MA P POWER LINE AND HANDHOLES .............................................................. H❑ PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQU I RED. THE °C �- LINE w ~`11 '� 2 1 -100 TELEPHONE SERVICE ....................................... Q ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN w GRATE. ❑ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE z 5 MIN. w z 1 ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN• 00 3' MIN 1' ow ` AIR VALVE........-•-------------------------------------------------------------------------- 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ~ "'�- '~Zy "� TELEVISION PLATFORM _ ___ SIN' ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. BACKWATER VALVE SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. zy M �.-. 2��• M -----•••-----------------------•••------------------.•.•-----------------. SHALL BE PLANTED WITH APPROVED TREES. SHRUBS, OR COMBINATION ZIj IN. THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS. TREES. 20 ON M'�X• GRADED CENTER: COMB I NAT I ONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL LOT FG. GRADING TOLERANCE NOTE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED 6*MIN. GRADING SHA ' PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. LOT FG. LL BE DONE WITH A TOLERANCE OF 0. 1 OF THE GRADES AND t ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOTCONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. A OPTIONAL RETREAT IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE BALCONY - NOT TO SCALE OPTIONAL RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. PERMITTED. _ _ _ _ ESTIMATED EARTHWORK QUANTITIES 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD FG PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. BACK OF SDWLK PER PLAN NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE INDICATES LOT NUMBER PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE �� _ �- -` NO. LOTS CY/LOT TOTALS CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. FG _ _ _ '� 2 3 4 INDICATES FINISHED FLOOR ELEV. UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY PER PLAN �� FF=100 0 FF=10O 0 FF-100 0 17 15 255 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. - - v. MIN. P= 99.3 - • W � � z PE=99.3 PE=99.3 PE=99.3 PE=99.3 INDICATES PAD ELEV. ��ti�► INDICATES BUILDING TYPE HP CURB PER PLAN . 1 FS PER PLAN 12.0% . FS MAX s:: D ER PLAN �� Mme• 3' MI FG 5 MIN. u.. MIN. PER PLAN TM DIG ALERT FG DEEPENED FOOTING W!m 10'MIN (TYP) RIGHT OF WAY PER PLAN Q _ AS REQUIRED. UTILITY SERVICE POINT CALL . .• _ . •. •.._ . .• . _ ::.. . .. . . . . . . . .. . . . . LD01-086BEFORE TYPICAL LOT GRADING ETA L Ln L GR YOU DIG! D I EXIST. CURB AND GUTTER 1-800--227-2600 NOT TO SCALE N RICK ENGINTEERMG ANY BUILDING FOOTPRINTS UNDERGROUND SERVICE ALERT Calat least 2 working days prior to excavating. NOT TO SCALE TM s� n Ri.+e�a. onffw Fhaantx Tt .ae 1223 UnivO184 Ave.,9b.240• ,CA 9250!-3412•(88"M-07V•FAX (IN)MOM•www.ekk@0&Cm CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by SCALE 5�4� 9 COUNTY OF RIVERSIDE 8.M. T-29-81 M%C�c EH EH EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT CF P B Drawin No. � ��. a �Ic WORKS Contractor 2-1/2' BRASS D 1 SK I N CONCRETE CYL I NOER. Horizontal ns Prepared Under Supervision Of IN THE N.N. CORNER OF THE INTERSECTION No.46504 7- ACCEPTED BY. DATE: PRECISE GRADING PLANS OF RANCHO CAL I FORK I A RD; WITH MARGARITA 1'=100' Exp.6-30-039;3v- Date RONALD J. PARKS Inspector RD. 1.0' EAST OF A 7.0C.L. FENCE, 40NORTH TRACT NO, 2 3 3 71-F p LFNE.OF RANCAL I�ORN I ANORDTH SETTHE I FIBERGLASS EDWARD MI EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS WITNESS POST 1.0' NEST of MONUMENT. VertMCal C�vl%- ��� LOT NOS. 15-26 & 57-61 Date Cmp tt d N/A 4 Cr moo R.C.E. No. 46804 6-�30-03 ELEVAT I ONs 1128.4 10 (ADJ. 9-13-82) Expires R.C.E. No. 19744 Expires 9-30-01 1;" THE LEGENDS PHASE 9 sheet 1 of 2 � A Gi\d-13212\212pgd 153.dgn PLOT DATE: 19-JUN-2001 JN 13212 yo _• Es q 1A. rB 79.3 9 FIG •S ` . _ r �' 's 78.7 % HP FL 79.3 AF.- S �(�p ` 'rC '� G 78. 0 S SB 41 n a: •s 6 O- • 78.7 / �s l 26 6j' ' .� •� /,� / '`'C I C,c♦- PE=1279.,3 FL , , 0 ( 6' %%P FF=1280.0 6 B6'� s�,� r rid I 'p- 2A 78.5 _ 18 �' '�'� c S�` r rr 78.2 • `y,�,sp r'` �� r ``�,�r1 - o:` '�( .s ��. o.s'DE s - I FL HP \ _ ( 2 0 �� .� � a `L � FOOTING D /I �, 25 \ 6; PE-1278.5 78.8 • r p, . . FF=1279.5 � 78,2 / FG 78. R FL GF=1279.3 F- j� 78.4 6p •<' �• 6'j r� � � S �� •q9 � \ �°��p�'� � � g 78'0 FIG app , p S C \� �p ► 9 do ti ' GF=1278 rf�'C s, , , � 11 , ( \ \ lC 'Lyy a 77,5 .8 • sir yo 9 Sq t� 'C �! , \ '�'� ';a\" , ' 77 00 04 r� `7sS2,� `� Cl., �y69 �' s� �� 2S o� FL OOF �7 1 - B 4 r / FL _ •� O 9 FL r3l.9 00, FG o_ 2� C a• 'F=1263. TTW=1270.7 (TW=i268.7)TW=1268.3 '� 1266.1 DEEPEN �G 0.5' 61.6 61.9 TF2 .7 % 98.33' 74el 77. FOOTING 78,1 ` - FG 64'3 `yam• C 53.87' 44.46' 71.6 FG 73.7 `� ,tip �y FL 24 HP FG - - fi4,3 71.6 G _ �„ .�"a• �q / PE=1278.4 / 64.0 G �.�� - - _ - - - FL ` 73.8 �x �� / .51 FF=1279.1 5 � B. , / 63'7 a HP 66 FG �f 73.1 HP - / I Z Z-3, PE=1259.1 6 66.Z_�, •4 G 2 2B 9.1 FL HP 6. FL 57 :. , - \ / .5 Fs 77.7 PE=1274.1 \ / /I r 1216 GF=1278., FL 78.4 ' 61.3 r ' TW=1268.3 � 7 B FG j FG � 70.6 71.2 � / 61.3 FL FF=1274.8 FG • \ / / `' FL =�' 5.3' / / 1796.53 �` 1216.4 FS 77.0 :" FIG FL FL � TF=1263.4 r TW=1270.7 66.2 3AR �1• � Yoo 63.7 71.3 � `�' 0.5'DEEP ,2 18 DW FL - -�• TF-1266.1 �• 6.9' FL ' 66 0 FL I 5, ' ` EN FOOTING 1 73. - / � r 78.0 FL HP 5 / 6 1 �� 6� FL ,�, ` / 4.1' �, - 111.29' - � FG 1 PE=1261.9 1 6 11.3 I ' PE=1271.6 150 � o °° / _ _. - �' • FF=1272- 33.9' '°- ` 4 FGA 77.3 r FF=1262.6 r , 1 3 /1276.92 276. PE=126,.3 1 0� I �.o � �o 1 _ FL r 28 � � FF=1265.0 � � C RIM �� 20.0 76.7 1A i 5 9 co 1 EL -w- - 8.5% 4.9 F r �=1266.7 � �` � =t� � \ 0 276.3 FS L .4 �� � �" �= 74.1 /0" / �=1278.0 23 r oC / 18 Y 1 PE=1278.0 I 77.7 Jr Q 72.5 8W FG J'�' CL 18' \ 8.0 3.3 FF=1278.7 ( HP 0.5'DEEPEN I r o r�F' W PE=1254.9 r FOOTING r �, r 1'171.6 70.8 FL 1g3 1BR �, GF=1261.9 g - _ 65.5 .. �_ FL ,$, 1'L tioo / �� x� 1276.3 FS 0.5 DEEPEN cV ' v GF-1264.3 1266.7 \ _ / \ �o�� FOOTING 1 70.1 � • •d' ILOr 60.6 60.6 r i '�k=- 6 r 65.6 , •v ...: % .. FL FL m 3.1 L FL "cxa T •.: G .. ..._- z FL F �., .� r .,� �, •' ,� �� -\--- 76.2 �' =---- 77.4 � 63.1 � e+ v Ln g• � � \ F FL o `` �. N \ m N r " ♦ o• -n '" �7y& N lk4 F-�° , ao C� i3 �. to p job ` x \ �` - �• i -- - `-,f, coo � o � � ^' ^' w \ o � o it \ \ / �� � � � ` L 0.54 , 60 -n cn o • . . �' 76. 2 22.00''` cn �' / 091 L=66.00 270,99�� \ �- k c7 aD � r j ,� • •Sp, 33.6 T G 1258.13 TCFL ., 69.61 `+ t '` - 01-rz 0.5'pELENAGp I N ,o . _ .6 EPE - --- L�� �R� - ~ 0 1260.69 C RIM EL o �cp 95� j �Q' •� FOOTING , E m . T 1261.32 n 1TIC .�2p �' 23• �', O \ GF=127 ,� a, r c I 265.92 TC .30/, o .- m♦ RIM EL ♦ 1263.02 TC , co + r-�-r 3.00% r No �• 9 6.5 8.0 LO c� ��`� .� c% o, J ' -* 1-_�- + 12 + •6' -� s FG rn+ "v 60' V "'~ ` -- - _~' � RELOCAT `p =14.9 '' r �' \ FL 150 VC C DWY E '�r 76.5 ` 78.0 n � m 0 9 -� v I I N _ N v 100 VC �; o �' , -Pb __921 �. o ^ = 22 77.4 + + �--�- 126 i •o• U' 1277.5 PE=127 -� \ 1 9 vu 40 T ---�, m ~' -� •w �_4 ,15 ♦ 8 W �., r 8 W \ FF=1278, FL 1 ~' v 1261.46 TC R� `` w 1263.14 TC v 1265.94 TC r a 74.9 \ fiDI�Y � a' o� a .O -^1% FL \ 2A . l N O \ • \ BW -.•. .,�.,, .� ,� ;. ;; = Q, .o .v •�• s GF=1275.9 \\-I' 76 48.09 7 =3 .7 N' .63' ry -� �, �, � � � � 71,1 � � 74.6 TW=1275.9 ` 12 \ FL 77.2 • •- , F 72.0 TF=127 f.9 77.7 � to rn � � p � � A r � ' � ' " r • c� � FL Ln N a- o .� . 63.2 \ w 8 W w i�r �,, -„ -*� FL , Q �6' 77.2 FL HP - �' N. - o n �' A�, 1 o A `^ GF=1272,8 2 \ 68.7 �1 5.0 ` FF=127 7.5 FL ` , A 68. ` 8.5 , 6! , 1 i o - 61.6 r 63.3 -1266.6 65.4 FL �1r FL �� p 20 BR 78.0 FL r 2 FL i F=1263.0 FL o ren GF=1269.7 ( �r? PE=1275.9 C3:: GF=1262,9 r 0.5'DEE 5.5 i GF=1266 :~ o n w FF=1276.6 75.5 , 77.8 FG Q .6 0.5 DEEPEN FOOTING • �4CR FL � F�� r FOOTING GF=1264.6 r r 9 r r5•0.. r 8141 ,' �` 77.1 ,,,77 5 � i � � `�9 75,1 � HP 2 r 61.8 65.4 ' N �, `1272.5 , FL 15' FL r FL © ` 273.5 72.6 75.6 . CR _ a '�4 _ r r '�� I � �8 � � HP � HP 77.8 PE=1260.6 r PE=1264.6 1 i 17 ► PE=1269.7 TM►=1275.9 _ 0 15 r FF=1265.3 I I PE=1266.6 FF=1270.4 TF= \ ` `- 75.9 FG o 1, 1272.4 ^;, F� �' PE=1262.9 2A R FF=1261.3 - 18F? I • FF=1263.fi co i 3BR , 69.3 75.9 5Z•4 7f��►�7" 1yn , 233-11 - 15 CAUTION: 3cR � � FL ' FG r 62.3 62.3 _ ' GOL5 COURSE EXACT LOCATION OF EXISTING r FL FL 64.0 65.9 66,1 X1,8 _ 21,39' FL I FL FL 68.9 69.4 f UNDERGROUND FACILITIES IS ' FL HP�/ 72. Fl,f UNKNOWN. CONTRACTOR TO 63. ' 66 3 0-----0 � '69.7 FG a�`•'� VERIFY IN FIELD. � I 9 _ .� F�1 .a8 72.8 - L2. r1a % FL 64.3 JHP . • � ~ _ FG DIG ALERT M `11% - - HP _ , N 69.7 4169,50 TM HP - �° 64.6 66.6 c 66.6 , rFG 62.9 62.9 64.6 t% F� FG 39.43' F�1 . CALL FG 53.36' FG 1 FG 62.4 Y LD 01-086 GR BEFORE TW= 1266.6 1-800- 227-2600 YOU DIG! SCALE. 1. 20- TF=1264.3 RICK ENGNEEPUNG UMPANY UNDERGROUND SERVICE ALERT 20 0 20 40 xcERT Z SM mw m"WW s ori. Ca II at least 2 working days prior toe g. 1223 University Ave.,SM.Z40•lthudb,CA 92SM-3412•(ee M-WW•FAX (W)"e24723•.r.."Jkkee&C0= CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: 0. � 5lDesigned by Drawn by Checked by , �C RECOMMENDED BY: DATE: � d/ Drawing No. EH EH EMR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Horizontal Plans Prepared Under Supervision Of Contractor 9 No.46804 � � ACCEPTED BY: DATE: PRECISE GRADING PLANS SEE SHEET NO. 1 1 -20 Exp.6-30-03 Date 9% 4 ot -1 Ldror-- RONALD J. PARKS TRACT NO. 23371-F Inspector C �V DWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS Vertical ' IV �` � LOTS 15-26 & 57-6 � Date Cmp It'd ac Ca,L�F�` R.C.E. No. 46804 Expires 6-30-03 N/A R.C.E. No. 19744 Expires 9-30--01 THE LEGENDS PHASE 9 sheet 2 of 2 G:\d_13212\212pfld154.dgn PLOT DATES 19-JUN-2001 JN 13212