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HomeMy WebLinkAboutLot 41-50 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE, APPENDIX WORK TO BE DONE CHAPTER 339 AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP ANDBE CONSTRUCTEDSTANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. TRACT NOm 2 LOT N 41 - 50 STANARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( GREEN BOOK"). 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . CASTLE PINES PHASE 3 PRIVATE ENGINEERS NOTE TO CONTRACTOR 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH FILLS OVER 1 DEEP. REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR STORM DRAIN EASEMENT5� mwcuu WITH SAID REGULATIONS AND ORDERS. TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO NAY CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. c,�C` ` COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, SEWER EASEMENT SITE po COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALONG TOP OF CUT SLOPES. 8 ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 7/ �, THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE THAN ONE FOOT. 9 �� OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 6 LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 10 5 CALiFONA PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED .� RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. JANUARY 309 1998 AND AS GRADED REPORT OF ROUGH GRADING 11 4 �� September 14.2000. TWO SETS OF THE FINAL COMPACTION 3 �� THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH ANC � 9�fj. UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY 2 Q� 2 SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION � q A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 13 � 1 � �O ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES OF THE PRELIMINARY SOILS REPORT. �� 'qQ 15 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT 14 '\ Q TE�Acuu SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 2 8 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 15 �� 0 s N.T.S. EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 7 � � � AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON. AND FOR ANY PERMIT FINAL INSPECTION FOR EACH LOT. 16 3 3 'qiQ DAMAGE OR PROTECTION TO THESE LINES. 1 26 VICINITY MAP PHONE: (909) 694-6411 17 34 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 1825 �� L-EGEND P UA T R GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 3 5 8 5 SLOPES EQUAL o 0 19 2 4 TW PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 36 TOP OF WALL _________________________________________________________________________________ EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 0 23 84 Cp �, TOP OF FOOTING ____________________________________________________________________________ TF SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 3 7 � ,` (O ZZ 83 � TOP OF CURB ELEVATION------------------------------------------------------------------ TC 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 2 1 38 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL. AND OTHER DELETERIOUS 82 00 PAD ELEVATION ______________________________________________________________________________ PE MATERIAL. 39 80 79 60 GOLF GnUF�G� FINISHED FLOOR ELEVATION _______________________________________________________________ FF 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. 4O 81 S9 \ FINISHED GRADE ELEVATION --------------------------------------------------------------- FG THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL -rR NO J 233-71 ` 1 5cp c•3� 0 HIGH POINT ____________________________________________________________________________________ HP 1 SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 01 to 0-) REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 251 N c� TOP SLOPE ____________________ _________________ TS 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF FLOW LINE ------------------------------------------------------------------------------------ FL PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD SITE TOP OF GRATE ELEVATION ................................................................. TG BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. � GARAGE FINISH FLOOR ELEVATION ....................................................... GF ■ o EXISTING ELEVATION ---•--•-•----------------------------- ----------------------------- 19V701 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 8 w z FIRE HYDRANT LOCATION ................................................---------------- 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO = w = o STREET LIGHT ............................................................... a � FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES © LOT �� � ������ AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT �- LINE w ~ c, DIRECTION OF DRAINAGE FLOW -------------------------------------------- ___�____�____-____-_ ADJOINING PROPERTIES DURING GRADING OPERATIONS. _ 3 MIN. c CC w w �- 5 MIN. ,,, �W 45 m RETAINING WALL (BY SEPARATE PERMIT) _______________________________ 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- 0 � z w E TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE o 0 3' MIN 1' �+-� Q`a l APPROXIMATE LOCATION OF ELECTRIC METER _________________________________________ ❑ ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN caw Z " MIN, "" "� SEWER LATERAL LOCATION ----------------------------____________________________________ ❑ VERTICAL HEIGHT. 2Y � 21'/. MAX" � L/1 WATER LATERAL AND WATER METER LOCATION ....................................... � 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING . MIN, ELECTRICAL TRANSFORMER ----------------------------------------------------------------- PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ��� MAX. ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN GRADEDGPOWER LINE AND HANDHOLES ---------------------------------------_________-------------- D ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED. THE GRADED 6 LOT .MIN. 7 R N O 4 2 ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. LOT FG. TELEPHONE SERVICE ......................................................................... ❑ INDEXMAP GRATE......................................................... ................................. ❑ 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA A ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. < SCALE: 1'=200' AIR VALVE_____________________________________________________________________________________ SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. NOT TO SCALE TELEVISION PLATFORM ______________________________________________________________________ SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES. 20' ON BACKWATER VALVE ---•-----•----------- .................................................... CENTER; COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL _ AIR CONDITIONER LOCATION --------------------------------------------------------------- HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW / PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. �� GRADING TOLERANCE NOTE 20. FINISH GRADE BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT �l� GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND LESS THAN ,� PER FOOT FOR A MINIMUM OF 3 FEET. OPTIONAL LOGGIA ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE OPTIONAL LOGGIA CONSTRUCTED WITHIN 0. 5' OF THE LOCATION 5H0NIN ON THESE PLANS. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE �� IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE PERMITTED. FG RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. BACK OF SDWLK L 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD 9 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ESTIMATED EARTHWORK QUANTITIES 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE PLS _ --�- - 1 THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE TC _ --- MI . -- -- z INDICATES LOT NUMBER NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PER PLAN _�-- 1�. 2 PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY PE=1199.0 3 INDICATES PAD ELEVATION SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. `� FF=1199.7 PE_1199.0 INDICATES FINISH FLOOR ELEVATION N0. LOTS CY/LOT TOTAL • ! �' so HP PE-1199.0 2 FF-1199.7 INDICATES BUILDING TYPE 10 15 150 CURB L FF=1199.7 c 3 ryl F 10' (TYP)1 11 PER LAN 12,0/ MIN PER PLAN � �-1199"0 INDICATES GARAGE FLOOR ELEVATION ER PLAN GF=1,199.0 . . . '+ -� GF=1199.0 TC •: • � �IIN. 5' MIN. 3' MIN. 1Y MIN. FG `r- PER PLAN -- ---- -- -� ---- --__� LAN _c GF=1199.0 Q F DEEPENED FOOTING W L N AS REQUIRED. Q - UTILITY SERVICE POINT z "' DIGALERT � � L o � Ln CD TM TYPICAL LOT GRADING DETAIL C13 R/W CALL NOT TO SCALE . . LD Ot 059 GR BEFORE You DIG! . . . . . RICK ENGINEERING COMPANY 1-800-227-2600 YOU & GUTTER UNDERGROUND SERVICE ALERT T, sm rNew Juvalsias ormp rhoenhTumm Callat (Bast 2 working days prior to excavating, 1223 University Am,Ste.240- ,CA 92S07-3418-")M4M-FAX (M)M-0723-ww...fkimag.m CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Esse Designed by Drawn by Checked by R z aZ Drawing No. E E c r Lor COUNTY OF RIVERSIDE B.M.T-29-81 1,, S EHP EHP EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 7 22 OZ R G ADD D WALL 0 50 L �l�� 2-1/2'BRASS DISK IN CONCRETE CYLINDER, Contractor IN THE N.W.CORNER OF THE INTERSECTION Horizontal Plans Prepared Under Supervision 0f OF RANCHO CALIFORNIA RD.WITH MARGARITA No.C033591 ACCEPTED BY: DATE: RD. 1.0'EAST OF A 7.0'C.L.FENCE,40' 1'=200' Exp.6-30-02 Date /� RONALD J. PARKS PRECISE GRADING PLANS Inspector NORTH OF P.P.(NO NUMBER),94 NORTH TT OF THE CENTER LINE OF RANCHO CALIFORNIA Vertical ROBERT A. STOCKTON DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT NO. 28482-F L O I NOS. 41-50 RD. SET FIBERGLASS WITNESS POST 1.O WEST OF MONUMENT. �'� C'V 1� Date Cmp It d _ N/A 4 CF cA�.�F� R.C.E. No. C033591 Expires 6-30-02 1 744 9-30-05 CASTLE PINES PHASE 3 Sheet 1 of 2 ELEVATION 1128.410 (ADJ.5-13-02) R.C.E. No. 9 Expires e g:\d-13212\212PGD210.dgn PLOT DATE: 18-APR-2002 JN 13212 tK". .,�ti eL OIL* eC 28x.8 Q�,,arc \ -- , .� PE:--12x5.5 s �F' �� 5 - - o �,• G 1jkR CS 04 to G C 88.7 TW 5•xv F �(' 89.0 Go ,gyp 3 53.4 1 - 110.74' � I N 90.4 TW 6.3 Tip p, °� Fr' 27.15' _ F� .o - \ _ eL O A 86.3 TF �G \ �•' ,x`9,9 '�'�`�`>�� -- - - (IST R-W ALL N ` o - ado• °� �G 61.67' 52r34� - 88.7 j �9`go 83,2 0.2 TW ;L V - - R�fWMINU FG 86.8 88.7 89.0 HP ��6' C) ) 5.9 TF �p G 77.36' wAI.�. 55.41' FG LA F� % 86.8 (1288.7 TW) FG FG 88.4 FG 90.6 TW 88. 83.A + �, 86.4 (1286.0 1' 5.5 A HPHP 6 _ 58.431FC -_. -- - - �-- -- 88.1 88.4 TF FL HP � 86 4 AINI111 FG :, 90.4 TW ` �.� •, 1�� FG "' '`K 86.3 TF 86.5 .�- -q +0, �` ` FL 90.6 TW X1283.7 , - 86.1 90.2 T HP 6 1 5 41 88.2 TF b5x,91 fF=1284•.4 7.71 HP 85.9 TF EXTEND EXIST - LL 88.1 + PE=1289.0 6 -0( 1 86.0 86.3 1 88.0 FL 5.0 FF=1289.7 2.6 0 83.0 85.7 85.8 i FL 43 FL FL 1AR FL i PE=1286.8 - 42 ` F�- F FL 44 , 5.0 FF=1287.5 PE=1288.7 1� 0'. _ _ _ FF=1289.4 9 �- , �„„ � + - ! PE_1286.4 5.0 2CR �-, 3BR 1 FF-1287.1 5.0' ;; 1 ' 0.5' DEEPEN $1 tsfi 3AR 1 - 1.5 i - + FOOTING 87.95 II TRACT Ma22492-3 N 1 Cm FLIL F\- 5.0' .- 1 � i -.� GF=1289.0 _ I It i z i 87.5 1Og 81.8 1 i W -Al 87.7 ,� FL o :12$2.1 _1282.1 P GF=1286.8 w a 1 FL + / / I 1288.7 PE 2.8 ; 85.4 0 z 1 • 1Y. F X128 1 r: _ 85.4 _ o ' GF=1288.7 i Y RIM EL °- "' -9� F 3CR 1 c\, i GF=1286,4 FL FL U10 °� 1 87.4 ' n'y �, N CO O LL \ 85.1 01 � 1279.3 FG �-,1qr81.5 FL 1 85.6 1 x II 1 .1 FG x1.1 i FL i w •o v� 82.5 5 v �. F 21.6 / t5 c aoco G 82. 82'5 6 I F- 0h F - cn vi L © 54.80' F F G �. • u3 o �. _ � �" r-.-A '.+ c� \ 36.05 BW co OF � o N ,r, - - v�, „ _ I 1279.3 FG - ``-'I `�' N 1281.0 FG - Ln Go In V-i ��� N G N N • - - F G ' • J •. .78 F S on 58.00' 'r L=67.141-- ;;4�, • •�• •' • - • • --• •• • - • • CP •-• •' ••• • • -.• 1 .. •• - 1286.72 TC TC I 1280.89 TC 1283.64 TCo >-1284.74 TC M 1 o� 1276r52 ` _ M 1279.0 Ln + Nr co ♦ 1285.6 1 -� ' I f RIM EL I I ROYAL OAKS DRIVE I I " �' I �' I RIM EL ' '(4 3Cto o � - � © � � S r` ti o �� _ coo S � � ,.n © rn cc 1286.38 TC 00 $_ co ELOCATE DWY o V- I I V- 1283.40 TC I cr - "� 1284. " �' + - � o, -, o, -1 85.53 TC I . . + V- l + t + - a� + T + .�- a- .J � 1278.55 TC �, � 1281.34 TC N 0 I N L, : . r 1272.26 TC -. - • .. , , • . • -. . . - ..• -. . .• -17,'0 I 58 0'- cn 3.8 cr cn r� v' � - + t7 -a2 , N . Lj- LL- o Q N o ": - ,r, - - uo ,", / o � r? U i - m 9 N B W r o N tr7 r+f In r _ v Ln X17 Qp - Cn u i c0 \ 1 .9 ► m � aoo N - '�' o N N o m N aD °' N inn c F a� Go 8(v.OTF ,� O \ r O N 81.0 N IL 84.9 86.1 1 20.4, c„ 84.8 TW j 83.5 83.5 i., 1 85.8 86.0 8.3 ,o O 8,.0 TF i FL FL i ,,., FL FL j FL FL °D i 1 FL 86.4 ' 13.3 .o 77.9 _ 81.4 1 0.5' DEEPEN 1 GF=1286.2 85.1 GF=♦287.2 j FL °J' 5 DEEPEN GF=1287.6 v' 9 -� -^ FL GF-1279.3 Ors DEEPEN GF=1284.8 1 1 0• 5' DEEPEN (, �` 78.4 FOOTING x=1282.5 FL j FOOTING 1 j FL i FOOTING j �OOTING ! \ ��`9 •> m j N a A ,9 \ 46 T L 50' ' 90 , ' � 0' c� i 91.4 TW I yo � •� 1 PE=1282.5 PE=1284.8 i 48 8� ' 49 54ve 45 FF=1283.2 FF=1285.5 1 PE-1286. i 8 .5 T F j - j _ 2 PI 1287.2 5'2 1 PE_1287.6 • PE=1279.3 1 4, IBR 5.5' 1AR 1 FF-1286.9 i FF-1287,9 5.5' FF-1288.3 , • 1 FF=1280.0 i - IN ' - + 3A i 85.5 85.5 1C � 1 78.5 78.8 1 1 81.7 82.0 1 84.2 84.1 FL FL 86.5 86'6 86.7 87.1 3•�� j FL FL I FL FLj 1 FL FL FL FL FL FL ,p , 19>, A > • 040' AN 0 ,o > .,y _ -- --� --•-� -moo^ �f / ki 'v, °s �`9 p o_ � - _ - - - - - - - - �84.5 �- 0 85. ��. - - - - _ _ _ � _ �79.0 o °' HP o 86.9 `Jo 87.6 87.3 87.69� �82.2 84.8 TWo o, _� •�, FG P.: ati - HP O HP ca � HP 81.8 TF N HP P• N HP FG 73.49 o 3.49 r' .Q - 82.5 84.8 84.8 86.2 87.2 58 do •> \ ��� 82.5 - FG 61.63' FG1// FG •?9 a� 79.3 60.61' FG FG •yp S8•�9, FG 3 ro • o FG 6 77.5 77.5 •tip •� 79.3 s�•88' 86.2 87.2 N ;o �� ''• G' �SG FG FG - FG >> d� �- F�F 1 FG 114 76.8 OPEN SPAGE LOT TRACT N04 8482-3 FL FG 77.2 1272.6 1273.0 FG 1273.6 FG n �•�_;. 112.53' HP CAUTION: � � � ..w. .: ...: :. .•. - -._.. L-106.81' ^7cc a S•6 FG EXACT LOCATION OF EXISTING '• '• ' UNDERGROUND FACILITIES IS 1272.42 TC 111 76.4 76.8 4 UNKNOWN. CONTRACTOR TO ,�� ���4•� ' FL 35 FL VERIFY IN FIELD. s- -� `-~� N FG PE-1277.5 ,.ox ONTEREY PLACE �S` �' FF=1278.2 - - - 4 � � 3B DIG0 >- 00 > _ I I n, I �.o � N f ' 1274,52 TC ri � + o 1273.55 TC � ' -�- OD � o'► 1 73.05 TC ; ; �� N _ CALL T Co , LD 02 059 GR BEFORE YOU DIG! SCALE: V= 20' RICK ENGRqIRM COMPANY 100-227-2600 r . UNDERGROUND SERVICE ALERT on �� �° °� Phoenix Tucmm Callat least 2 working days prior to excavating, 20 0 2 0 4 0 m univm;ty Ave.,sr.24o-w�.rde,CA 92W7-M19.(,0782-0M-FAx (M)"2-ff�•.n..�►., CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ESS1 Designed by Drawn by Checked by �[ RECOMMENDED BY. ! Drawing No. C , Ar ST EHP EHP EMR DATE. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 7/2Z OZ RE ADDED WA�� To LOT 50 �. Contractor Horizontal No.C0335 Plans Prepared Under Supervision Of 54ACCEPTED BY: - S 2-- 0---. u SEE SHEET N0. , 1'=20' Exp.6-30-02 ��/ si R DATE. PRECISE GRADING PLANS Date RONALD J. PA KS Inspector Vertical ROBERT A. STOCKTON DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0, 28482-F LOTS 41-50 d) C'V's' �`� CASTLE PINES PHASE 3 Date Cmp It'd N/A OF r.�,�.�FR.C.E. No. C033591 Expires 6-30-02 R.C.E. No. 19744 Expires 9-30-05 �'"' Sheet 2 of 2 e gs\d-13212\212PGD211.dgn PLOT DATE: 18-APR-2002 JN 13212