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HomeMy WebLinkAboutLot 12-14, 27-28, 64-66, 75-77 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX WORK TO B E DONE CHAPTER 33. 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 AND BE CONSTRUCTED TRACT NOu 284S2 - FLOT /� - Q 7 - 7 STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE A MINIMUM OF 2 FROM THE TDP OF CUT OR FILL SLOPES. 27 - 289 6 `rt66 & 1517 STANDARD SPECIFICATIONS FDR PUBLIC WORK CONSTRUCTION ( GREEN BOOK"). 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . CASTLE PINES PHASE 5 PRIVATE ENGINEER,S 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 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTIONSAFETY 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 EASEMENT ��� TEMECULA WITH SAID REGULATIONS AND ORDERS. TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO mac, LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. ` �� wAY CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR 0 STORM FLOWS, 5� F COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE ALONG TOP OF CUT SLOPES. SEWER EASEMENT SITE qa COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF 8 I v �� °� ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 7 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAN ONE FOOT. x �11��jj r-i G THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE 9 �� OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL � 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 5 � CALIFORNIA � PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY JANUARY 30+ 1998 AND AS GRADED REPORT OF ROUGH GRADING 4 THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED 1O C LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE �q0 � RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 11 �� �q September 14,2000. TWO SETS OF THE FINAL COMPACTION 3 �c THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH �� 9'�r UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 2 2 /� ANCH �q A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS �� 1 9 'pp ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES OF THE PRELIMINARY SOILS REPORT. �� Q �` �5 NOR FOR UTILITY OR IRRIGATION �j '/ LINES WH05.; LOCATIONS ARE NOT 14 Q SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 10. THE CONTRACTDR SHALL NDTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 2S �j '� '��.. TEMECULA ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 15 /j �� N.T.S. EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING SITE 2 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY 16 33 � �o SITE DAMAGE OR PROTECTION TO THESE LINES. PERMIT FINAL INSPECTION FOR EACH LOT. 2 ' '` PHONE: (909 ) 694-6411 �q VICINITY MAP 17 34 ,��, 25 � h 11 • CUT SLOPES EQUALEQUAL O TOORGREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL 18 35 '\ �o LEGEND GREATER AN 5 IN VERTICAL HEIGHT SHALL BE 2 4PLANTED EROSION ANDHGRASS OR INSTABILLIITYRIINND COVER TOACCORDANCE WITHECT CITYTHE DEVELLOPMENT ROM CODE 19 36 h �� TOP OF WALL --------------------------------------------------------------------------------- TW SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. N 2 0 23 84 Cp ( 0 TOP OF FOOTING ................................................... 37 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 38 00 �O . 1 22 83 �� 1 TOP OF CURB ELEVATION ---------- ---------------------------------------------------- TC BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS S 1% PAD ELEVATION -------------------------------------------- --------------------------------- PE MATERIAL. 39 80 7g 60 GOLF COURSr 81 FINISHED FLOOR ELEVATION ---------------------- .................................. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. \ FINISHED GRADE ELEVATION --------------------------------------------------------------- FG THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL 7R N n , 233-71 - 15 01 �, ILP9 SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 41 HIGH POINT ------------------------- ----------------------------------------------------------- HP REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 42 1LP N to TOP SLOPE ------------------------------------------------------------------------------------ TS 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF FLOW LINE ........ .. . ... . __ ________________ FL PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD �3 TOP OF GRATE ELEVATION ----------------------------------------------------------------- BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 4 TG PROPERTIES. 4 49 GARAGE FINISH FLOOR ELEVATION ---------------------------------------------------_- GF 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. o z 48 EXISTING ELEVATION --------------------------------------------------------------------- (9/70) a z 47 FIRE HYDRANT LOCATION -------------------------------------------------------------- ►0+--.. � 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO a w = FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES v LOT ~ o STREET LIGHT ----------------------------------------------------------------------------- 0__)Z{ AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT w f- LINE w � 4 C ADJOINING PROPERTIES DURING GRADING OPERATIONS. 3 MIN. � 4 5 DIRECTION OF DRAINAGE FLOW ............................................ ____ w �6-4 z 5' MIN. Cr �W �1 RETAINING WALL (BY SEPARATE PERMIT) ............................... 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- Cr v,w- ca z a- TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE 0 0 3' MIN. 1' U- C3 0 0 APPROXIMATE LOCATION OF ELECTRIC METER ----------------------------------------- 0 ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. 2-�- MSN" SEWER LATERAL LOCATION ---------------------------------------------------------------- - • MAX. • �... 2��' WATER LATERAL AND WATER METER LOCATION ........................ . 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 2 MIN. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE - MAX• GRADED ELECTRICAL TRANSFORMER ----------------------------------------------------------------- ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN POWER LINE AND HANDHOLES ------------------------------------------------------------- f� ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED 6'MIN..� LOT FG 7 J ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GRADED LOT FG. TELEPHONE SERVICE ----------------------------------------- 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA A 3> INDEX MAP GRATE ------------------------------------------------------------------------------------------ ❑ 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. SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION NOT TO SCALE TELEVISION PLATFORM ---------------------------------------------------------------------- THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON BACKWATER VALVE ---------------------------------- - B CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL Q HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW / _ AIR CONDITIONER LOCATION -------------------------------------- ------ PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. GRADING TOLERANCE NOTE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT T R 2 `` GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND LESS THAN 4 PER FOOT FOR A MINIMUM OF 3 FEET. ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE OPTIONAL LOGGIA OPTIONAL STUCCO BALCONY CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. PERMITTED. FG �- IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE � � 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD BACK OF SDWLK RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. r- PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. I Fc ESTIMATED EARTHWORK QUANTITIES 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE LAN - THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE TC MIN. - ? INDICATES LOT NUMBER NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PER PLAN ���~ 1�' Z PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY R/W " 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 ��r HP PE=1199.0 2 FF=1199.7 INDICATES BUILDING TYPE 11 15 165 CURB LA FF=1199.7 0 3 1 • F 10' (TYP) PER PLAN 12.0 MIN 'X171 ER PLAN -47 FG PER PLAN Z FG GF-1199.0 INDICATES GARAGE FLOOR ELEVATION - PLAN GF=1199.0 GF=1199.0 TC . . ' MIN• 5' MIN. 3' MIN. 1/. MIN �% FG _ . PER PER PLAN - -- ---- -- r ---- ----� LA J GF=1199.0 rj F DEEPENED FOOTING 3 P LAN AS REQUIREDALEPT . Q - UTILITY SERVICE POINT z DIG L O ~ N TY TYPICAL LOT GRADING DETAIL R/W CALL NOT TO SCALE BEFORE LD 02-095 GR YOU DIG! I-800-227-2600 CURB & GUTTER RICK ENGINEERING COMPANY UNDERGROUND SERVICE ALERT S■n niMp xivmi& or■p »oewx TUCKM Callat least 2 working days prior t0 BXCOvating. 1223 Un;vo-city Ave.,Ste.240•Riva-d&,CA 92507-3118•(909)782.0 M•FAx (909)782-0723-www.dcken&wn DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by CONSTRUCTION RECORD SCALE P �S�4'll� RECOMMENDED BY: DATE: Drawing No. COUNTY OF RIVERSIDE B.M.T-29-81 MICHE1 Fy EHP EHP EMR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 69c 2-1/2'BRASS DISK IN CONCRETE CYLINDER, Horizontal PQM �� P ns repared Under Supervision Of Contractor IN THE N.W.CORNER OF THE INTERSECTION v No. 46804 p p g sit- " OF RANCHO CALIFORNIA RD.WITH MARGARITA u z ACCEPTED BY: DATE: PRECISE GRADING PLANS RD. 1.0'EAST OF A 7.0'C.L.FENCE,40' 1'=200' Exp.6-30-03 Date RONALD J. PARKS Inspector NORTH OF P.P.(NO NUMBER),94'NORTH ae _ TRACT N 0■ 28482-F OF THE CENTER LINE OF RANCHO CALIFORNIA DWARD MIC L ATICAN DEPUTY DIRECTOR OF PUBLIC WORKS w � WESTOFMONUMENTS WITNESS POST 1.0' Vertical �4 CIVIL LOT NOS. 12- 14 27-28 64-66 & 75-77 Date Cmp It'd N/A rF QF CAOOfd� R.C.E. No. 46804 6-30-03 ELEVATION: 1128.410 (ADJ.9-13-82) Expires R.C.E. No. 19744 Expires 9-30-05 "" CASTLE PINES PHASE 5 Sheet 1 of 3 0 G:\d-13212\212pgd206.dgn PLOT DATE:22-JUL-2002 JN 13212 N 76.3 FG N W CL `D 75.4 FL 75.9 HP 11.2- , 12 76.2 PE=1276.2 0 / FG FF=1276.9 75.6 2CR ,eco• ��2 / • , ' G / - FL EXIST R-WALL 74.7 78. � / FL FG h 12 .03 TC �9+p _ op, GF=1276.2 A . 76.1 / - � - � 75.0 77.4 FL FS `2• r `. . . / 77.8 FL q F HP , )q) R$LOCATE pwy / . _ ' 13 0.5' DEEPEN O, 79.9 TW PE=1278.1 FOOTING / D�'Y 127 .04 TC 77.1 TF FF=1278.8 76. • 78.1 �� IBR FL 127'4.76 TC / FG 77.4 FL QBW � 79. 29 GF=1278.1 FG v '�c PE=1276.0 18• , _ ' � � , •:- / .�� - �p0• h• 76.8 )9.9 'cS RELOCATE ooh 77.2 D Y40 FL 6•q TF -'\- �� -: .� FL a . to FL w 30 � r � - =1 79.6 1 14 78.5 i 127 .61 TC i Q - PE78.5 2 HP i PE=1279.9 0.5 DEEPEN FL Q BW FOOTING 80.9 TW FF=1280.6 - GF=1278.501 _ • BW • FL 78.9 TF 1AR /0 7. C( 77.8 79.9 79.2 8�D 1 FL - wY 127 )7 8� ,� GF 1279.9 / 6 3 FS 80.9 TW 11.5% , � �- �� •5 FS T 8. 28 PE=1281.3 78.2 TF 2 . 7 � S�'� PIP) ))• FS PE=1278.5 _ i �• FF=1279.2 31 78.6 77.4 3AR ' 78.2 FL 1 �. - � FL HP 100,p0, _ _ 28.2 FSS 1�+49 - - 78.5 Cl •01 1 - - GF-1278.5 --� 8 DWy 2>>.5 F , FL 77.8 15 128.3 F 127 .17 TC 1 d,_ - - _ FL PE=1280.9 ,�, �o - - - 2`�•)9 i 0 79.0 - - , ` 78.5 �- o FL , FL h FOOTDrEPEN 79.7 / 3 ' G FL 80. 12 8 �3/ o0 3.29 27 / FG CL 8,DW r78.q FS GF=1280.3 PE=1280 3 OC RELATE 82.2 TW FF=1281.0 1 40.5' ' DWI _ 78.7 FS 78.7 TF IC _ 79.1 82.2 TW 80.0 127 .70 TC HP FL t79.5 TF 79.7 1278,9 FC _ / 47.7 FL �� _ 33 - r 80.3 PE=1287.1 - FG 127.40. 26 1285.30 RIM EL PE=1282.2 DIG ALEPT JL%. JL TM m CALL CAUTION: BEFORE LD 02-095 GR You DIG! EXACT LOCATION OF EXISTING SCALE: 1'= 20' 1-800-227-2600 UNDERGROUND FACILITIES IS RICK]ENGINEERING COMPANY UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 Callat least 2 working days prior to excavati VERIFY IN FIELD. San ni"p Rivmi& onuw Phomflx Tum 1223 University Ave.,Ste.240•Riverside,CA 92507-3415•(909)792-0707•FAX (909)792-0723•www rickmi&o s CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: CESS/ Designed by Drawn by Checked by RECOMMENDED BY. Drawing No. M%OHE EHP EHP EMR • DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal 0 �� P s P epared Under Supervision Of � � N0. 46804 7- ' ACCEPTED 8Y: DATE: � '�'� PRECISE GRADING PLAN SEE SHEET N0. 1 1"=20' Exp.6-30-03 Date7/.3"//Il RONALD J. PARKS Inspector EDWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WOR S TRACT N 0. 28482-F Vertica I J}' ci v i� �\' K _ Date Cmp It d Fd� 46804 6-30-03 L O T NOS. 12 14 & 27-28 N/A a� �,�� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 "" CASTLE PINES PHASE 5 Sheet 2 of 3 � G:\d_13212\212pgd207.dgn PLOT DATE:31-JUL-2002 JN 13212 .y0 q tip / 9° -0� . > C ^� / V �lb ^� 87.3 ►��1�'• FG �wto'U,V•,, /� E'd ,Vco C 87. i !Rt FG X89 1> �0 % CO C) 8� c� � 9 2`S9-•Sq- F� ° ,OS'bl l - 8rn 7 6 p 56.50' W co - - - - - F�- - Ir- 87� 87.6 o N 87.3 FG �, �O LO 86.7 8� 86.8 86.5 FG - - HP FG o - JHP - N FG FG 86.9 86.9 , 86.4 86.3 FL FL FL FL 1 86.0 86.2 5.5' , 5.3 i FL FL FFF-1287 5.0' 76► , 5.0 7 '288 .9 77 , PE=1287.0 I _ 5 •6 i PE=1287.6 FF=1287.7 PE=1286.8 i FF=1288.3 -' 2A - FF=1287.5 5.0' 1BR °oo' DEEPEN m 3C EA 0 tn ' 0.5' DEEPEN 5'0' o cr N © FOOTING U- m 86 ' 6 2' 2879 L _ cF=12e7.0 85.6 GF 1287.6 85.6 FL GF=1286.8 86.2 , 86.3 � 1 FL 86.6 85,6 i FL FL i 85.8 FFS FL JI N FL co ao N N toCn co , 1 Ca Wtr! O i"� .��' LNi. lLi ' C7 1 LL lei ` O = _ CS Ln O O Ir rr7 lO / 1 N ~ t17 N (/1 N N m m / c4 N-T1 L6 ui ~ - N ` N � N .. .- Z=21.49 36.53' T �5i�Q� 8.00' 285 6 a N 128 76 C - W,q �, � - 3 N 4 + T � - T T 0 50' VC T m � 1285.12 TC o o I 85.75 + '� � I 1 19 0.f 37. RIM EL I I I 18 I ; I 0.6b/ �`-- - - AGLE OIiVT WAY Go >- - _ -� �--- o /2856 `+ m m 1284.95 TC + Go 9 rC °° I 12 5.3 TC r I 1284 60kc W U U U •• •• •• •• •• � I. L=51.27' 1 5800' 60.0 ' 55.00' U- U U C3 V- O t D 11� FO 1 p 1�Ui �,C7 '�" a a: O O m �; X CO cv act as 1 � � a C j N m Ino GD N-- N N 1 (may N C (V N � 86.4 1 � � 85.9 � 86.9 i FL 86.9 FS GF=1287.1 ' 86.5 FL ' FL W GF=1287.1 FS 85.9 FL 7 GF=1287.8 01-z i i FL FL i 88.0 �no 0 T o r i ; GF=1287.1 U\,j CD • i ao 6.4' 65 c 5 5.0' m5.0' i 64 i , PE=1287.1 3 pE-6 b 1 i � PE_1287.8 1 FF=1287.8 � 5.5 FF-1288.5 iddm 38 5.6 i 66 �7 /;j88 2B 87.1 86.3 PE=1287.1 �3 �C 87 87.1 FL , FL FF=1387.8 L •3 FL 86.4 2C 86.4 FLCn lip 86.3 FL FL 87 i LL FL Ole Ln vle - - - - 1 6 88• Ln a° 87 5 M N 86.8 0 ` qW 86.8 N 8.17 0 N r~ � HP V- HP _ _ F� r- HP 87.8 87.1 87.1 87.1 \ 57.43 FG60.00' FG /--FG 11 55.00' FG DIG 87. RT - _ _TM FG 1285.1 FG) , � _ _ _ _ � ` Y - - - - _ _ _ - _ _ _ - _ _ _ .� _ _ _ _ _. _ _ _ -.. _ _ _ _ _ _ _- - - -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - _ .� _ _ CALLCAUTION: - - - _ _ _ _ , _ _ _ � _- _ _ _ _ - - - - - - _ _ _ _ _ _ LD 02 095 GR BEFORE - �--��� - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _���,�� _ - _ _ -- - _ _ _ _ _ _ _ _ - 4- - _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ � _ _ _ _ . _ _ _ _ _ _ _ _ _ _ . _ _ - _ _ _ _ _ _ _ Yov DIG! EXACT LOCATION OF EXISTING - 20'- 1-800-227-2600 ~ - - - - - Y - - w - -- - - - - -- - - -- _ - ~ - �- -- - -- - - - - - - - -- - -- - - - - _ _ _ SCALE: 1' 20' ``~ -- _ _ _ _ _ _ _ _ _ _ _ _ 1-800-227-2600 UNDERGROUND FACILITIES IS Rac K ENGimmmNG amPANY UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO20 0 20 40 MEADOWS PARKWAY Cal at bast 2 working days prior to excavating. VERIFY IN FIELD. Diego Riverside Orange Phoenix Tucson 1223 University Ave.,Ste.240•Riverside,CA 92507-3415•("9)782-0707•FAX (909)792-0722•www ricken5.orm CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Esse Designed by Drawn by Checked by Drawing No. SCALE �cH � EHP EHP EMR RECOMMENDED BY: DATE: g M CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal = �� �: Contractor 4, P P pared Under Supervision Of u W "O' ,6°04 DATE: �� PRECISE GRADING PLAN � ACCEPTED BY. SEE SHEET N0. 1 1'=20' Exp.6-30-03 �---- Date RONALD J. PARKS Inspector � � P TRACT N0. 28482-F Vertical EDWARD MICHEL A ICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ LOT Date Cmp it d � ci v�� �`\' 46804 6-30-03 4 � NOS. 64-66 & 75-77 N/A OF CA0f R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 CASTLE PINES PHASE 5 Sheet 3 of 3 0 G;\d_13212\212pgd212.dgn PLOT DATE:22-JUL-2002 JN 13212