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HomeMy WebLinkAboutLot 19-24, 69-72 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE, APPENDIX WORK T 0 BE 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 STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. & 6J - 72 STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( GREEN 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . BOOK"). CASTLE PINES PHASE 7 , 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TDP OF ALL PRIVATE ENGINEERS NOTE TO CONTRACTOR FILL SLOPES OVER 5' HIGH. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO 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 CONSTRUCTION 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 S T 0 R M DRAIN EASEMENT �Q` WITH SAID REGULATIONS AND ORDERS. TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO TEMECULA LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. �,� why CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 1OOYR 0 STORM FLOWS, S E W E 5� F COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE ALONG TDP OF CUT SLOPES. R EASEMENT SITE qao� COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF 8 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. q N G THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE 9 �� OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 9. ALL GRADING SHALLE 6 �� LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE B DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 10 �j f CALIFORNIA � PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTDN b ASSOC. DATED JANUARY 309 1998 AND AS GRADED REPORT OF ROUGH GRADING 4 � � RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 11 ,� �q September 14,2000. TWO SETS OF THE FINAL COMPACTION THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 3 '�O eq 12 2 � RANC �'r�. UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 0� .�� q A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 13 rL 0 1 �j ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES OF THE PRELIMINARY SOILS REPORT. 15 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 14 2 8 ''�� 10 SITE TEMECULA SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 15 � (Q� N.T� EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 2 7 � AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY PERMIT FINAL INSPECTION FOR EACH LOT. 16 3 3 � �O � DAMAGE OR PROTECTION TO THESE LINES. ' 2 6 1 �o VICINITY MAP PHONE: (909 ) 694--6411 17 3 4 �� �0�0 � G, LEGEND 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 25 IN VERTICAL HEIGHT AND FILL 18 3 5 '� ,� � p, SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 24 S5 ��` CO TOP OF WALL ........_____....................._____........................_______........... TW PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ``' �9 3 G TOP OF FOOTING EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE � SITE 23 8 4 �� (� �O TF SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. V) 20 37 (0� TOP OF CURB ELEVATION ------------------------------------------------------------------ TC _j 2 83 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS38 �� X01 PAD ELEVATION ______________________________________________________________________________ PE � BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS FF � 39 80 79 6 FINISHED FLOOR ELEVATION________________________________________________________________ FF MATERIAL. 0 PE 0.7' MIN 81 FINISHED SURFACE ELEVATION ____________________________________________________________ FS 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. FINISHED GRADE ELEVATION __-_______________________________________________________ FG � Sy THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL D=12" 1 STORY ��� CD SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A " HIGH POINT ____........................_____---------------------_----------------------------- HP 18 2 STORY41 �, �, 6, �' REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. Yr'� �� � 233-71 - 15 � �,.� TOP SLOPE _________________________ BOTTOM OF FOOTING 42 51 (� ----------------------------------------------------------- TS DURING AND TO RUCTION OF 14• PERMANENTTUDRAINAGENSTRUCTURES, TEMPORARYYRDRAINAGETCONTROL SHOULD TYPICAL FOOTING DETAIL 43 FLOW LINE FL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT0 TOP OF GRATE ELEVATION _______________________.....................____................. TG PROPERTIES. NOT TO SCALE 'q 4g GARAGE FINISH FLOOR ELEVATION _______________________________________________________ GF 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. o i C) 48 EXISTING ELEVATION _........................._.......................................... (9170) .4 47 FIRE HYDRANT LOCATION ---------------------------------------------------------------- 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO a W = 0001 W4 FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES o LOT ~ STREET LIGHT _____________________________________________________________________________ o-� AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT w LINE W 4 5 ADJOINING PROPERTIES DURING GRADING OPERATIONS. a ca 5' MIN. 3 MIN. a M z DIRECTION OF DRAINAGE FLOW ___________________________________________. ____ W �_ �W 45 m RETAINING WALL (BY SEPARATE PERMIT) _______________________________ 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- °; v,t- ca z w 11 1 TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE M U_ 00 3' MIN. 1' oo APPROXIMATE LOCATION OF ELECTRIC METER _________________________________________ D ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN U� Z% MIN, O VERTICAL HEIGHT. . J 21/+ MAX• � SEWER LATERAL LOCATION _____ __ __ 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF 2� MIN ``- WATER LATERAL AND WATER METER LOCATION ..............______................... D N BUILDING 21 j PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE MAX. ELECTRICAL TRANSFORMER _________________________________________________________________ ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN GRADED POWER LINE AND HANDHOLES ____________________ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THE GRADED 6'MIN. LOT FG. Yr� 2 ___--_------- ----_-_-------- ACTUAL --------------ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. LOT FG. TELEPHONE SERVICE _________________________________________________________________________ Q � INDEX MAP ❑ 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA GRATE __________________________________________________________________________________________ ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. A SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. SCALE: 1'=200' AIR VALVE_____________________________________________________________________________________ SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION NOT TO SCALE TELEVISION PLATFORM ...........................................___........................ 0 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 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 LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND 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 LAN I� RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ESTIMATED EARTHWORK QUANTITIES FG 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 CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. __ �;-MIN z NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR -- PER PLAN �- 1% MIN. 5 � 2 INDICATES LOT NUMBER PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY R/W N ' 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 �� HP PE 1199.0 2 FF 1199.7 INDICATES BUILDING TYPE 10 15 150 CURB LAN FF=1199.7 3 F 10' (TYP) a PER PLAN 12.0% MIN FIG ER PLAN X FG PER PLAN 0­0 �=1199'0 INDICATES GARAGE FLOOR ELEVATION LAN GF=1199.0 GF=1199.0 MI 3' MN. F TC �: � -��• 5 MIN. 1% MIN. +�� LAN ,c PER PLAN - - ---' -- ' GF=1199.0 FGQ LAN DEEPENED FOOTING w Q _ AS REQUIRED. o UTILITY SERVICE POINT DIG ALERTa- L C> N ED TM TYPICAL LOT GRADING DETAIL R/w CALL NOT TO SCALE .. BEFORE . LD 02-139 GR You DIG! . . • . . . . . - - - . . - . . - . . - . . . . . • .. . . . 1-800-227-2600 CURB & GUTTER RICK ENGINEERINGCk)MPANY UNDERGROUND SERVICE ALERT Seen Dien Riverside (kande PhowWx TUCO n Cah at least 2 working days prior to excavating. 1223 University Ave.,Ste.zoo•River",CA 92507-3418•(90S)782-0707-FAX ('09)782-0723•a,.wAckag.om CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: VOESSI Designed by Drawn by Checked by Drawing No. SCALE 9 COUNTY OF RIVERSIDE B.M.T-29-81 NCHE EHP EHP EMR RECOMMENDED BY: DATE: Z M c CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 2-1/2'BRASS DISK IN CONCRETE CYLINDER �� Contractor Horizontal 3Q Prepared Under Supervision Of IN THE N.W.CORNER OF THE INTERSECTION �- ' W No. 46804 : ArA DATE: �`' PRECISE GRADING PLANS OF RANCHO CALIFORNIA RD.WITH MARGARITA �' M ACCEPTED BY q Z S v�- RD. 1.0 EAST OF A 7.0 C.L.FENCE,40 1 -200 Exp.6 30 03 �94'NORTH 4�tI� Date 92a& RONALD J. PARKS Inspector QORTHE CENTER (NNE OF RANCHO CALIFORNIA Vertica 1 EDWARD MICR L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT N O. 28482-F Date Cmp It'd WEST SETFIBERGLASS MONUMENT. WITNESS POST 1.0 CIV" d��`' 46804 6-30-03 - L 0 T NOS, 19-24, & 69-72 ELEVATION: 1128.410 (ADJ.9-13-82) N/A a� �,��F R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 �` "" CASTLE PINES PHASE 7 Sheet 1 of 3 0 G.-\d-13212\212pgd224.dgn PLOT DATE: 17-SEP-2002 JN 13212 9X 1ST 1 NG GOLF COURSE" 0 (1289.7 TW) G 52'41' (1287.0 TF) (1287.8 TW) 00 92.0 1286.0 TF) ' FG 1290.1 •-"- - - - 55.11' 91.7 - - FG 1290.1 1289.7 - _ 55.03' ' M --� �---- 1289.4 1289.7 1287 8 1287.5 53■03 128_ 7.8/ 86 2 85■9 0 TW) - HP �� w 1292. 1289.8 a FG FG P FG FG FG �� (1289.2 TF)HP - - H _ O _ HP P_ 91.4 o ` 91■3 FL I r A 1289.0 o� \ A \ , I' \ FL 3' ai 'I FL - 5■0' � ' 1289.1 �n, 85.7 FL ,J 1287.2 1287.1 I X FL 5.0' 1289.4 89.4 1289.4 2 < FL �9 FL , L 0 100 I FL PE=1289.7 �, PE=1287.8 IX -18 PE=1292.0 2� 5.0 FF=1290.4 ? FF=1288.5 i PE_1286.2 FF=1292.7 ' PE=1290.1 5.0, I 2CR ? 2BR I FF=1286.8 1CR I FF=1290.8 �� 1 r 5■02CR ' ' 2A I la 5- 5' I I 5.0' 1 I � r 5.0' F=129 1 - GF=1287.8 r 2.0 I GF=1290.1 , GF-1289.7 i GF=1286.2 .7 ' 1 I 1288,4 1286.7 I 85.1 1288.8 L 90.7 I 12i FL I FL FL i vi FL 1 I I \� 1289.7 TW) r (1287.8 TW) 86.0 1288.3 1286■4 (1284.7 TFC /-- S GF `` 1289.9 (1286.2 TF) FS o r GF=1290.1 FS � U_ � FL � FL a' � �r ` U ,n rn � 0■5' DEEPEN o o � 0■5' DEEPEN o r OD � o � C; , 1288.7 o rn m FOOTING _ _ r; FOOTING U r � r\, � 4 FL - UD N N , r �- aD , co 030 -- `s •24 55.03' r 43.33' o (1292.0 TW) - - (1288.4 TF) :.. .. ' V � • C) .h�• �� LNC 1� 1 7 T Cn 1 8 EL LL_ �,� _ ��- R OCA TE rh m I I O Co 1285 0 o w ' J 0 1290.1 F - 1287 1 ,n J ,f v I cry N - r U _ 2.45% U 15 _RIM L -� 5.007. 26.87' o I UC) 5 ' OU -~ 7• - �-- CHAMPIONS C CL -JIM +� + O 1288.4I Co © 1288.2 FG rn RIM EL + m 1284.15 TC 16' PRIVATE PED. EASEMENT G : Uj 11 w T I aI ti r ,�,Lg6• • - U_ L=7. N \ O / 3m I t+0 Cc tD CWo Go co I m \ 6- co � J r � T_ J 1287 72 TC : •_ -• pp r� r 1287.5 1286.4 0 r r U NFS FL 1 1287.7 TW v N - 1286.7GF=1287.7 ' r 1283.7 TF 85.0 Ln FL(92.0 TW) _ to FL ' r 84.1 FS 8 1 (88.0 TF) cn `` ' . 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W � / 88 � .9 _ 1 _ HP � � H 90.2 o I y P ■ FL 89.9 - .� FL 89.9 90.6 TV/ 1 7 TF I \ 38 90.4 FG FL 88. - PE::1290.7 54.5 I ' 90.0 1 89.1 1 88■6 I `� ' � 88.8 3 7 , FF=1291.4 FL , FL3 FL ' FL 88.5 2A ' 511151 PE=1290.6 I FF::1291.3 ' 3 5 FL 1 1 s.o'ALEP1BR � PE=1289.6 5■0' 87.0 FF=1290.3 PE=1289.2 FL DIGT z ► 38R FF-1289.9JL%, , TM 1 4,., 90.4 Fr, I p I 5 n, _ ,D 2CR 1 PF-3 CAL- CAUTION: LD 02- 139 GR BEFORE 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 2p 0 20 40 s.n �� ,�,,, T„ , Calat least 2 working days prior to excavating. rM mo VERIFY I N FIELD. 1223 University Ave.,Ste.240•Www",CA 92507-3416-(!09)782-0707•FAX (909)792-0723-wwwrickaW.oan CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESSI Designed by Drawn by Checked by DrawingNo. SCALE ' �cH � EHP EHP, EMK EMR RECOMMENDED BY: DATE: ,A �iCITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Horizontal %� �� �i Contractor 4, 3 P Ian ared Under Supervision Of & W No. 46804 z ACCEPTED BY: fit� _- PRECISE&0 U SEE SHEET NO. 1 SCALE 1'=20' Exp.6-30-03 91171?. DATEGRADING PLAN DateIns ectorRONALD J. PARKS P EDWARD MICHEL ATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TR NO. 28482-F Vertica I � ci v iv r, Date Cmp It'd 4Tf �FdQ'� 46804 6-30-03 LOTS 19-24 NA a� cA� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 "� CASTLE PINES PHASE 7 Sheet 2 of 3 � A G:\d_13212\212pgd227.dgn PLOT DATE: 17-SEP-2002 JN 13212 \ \ J• \ 8l \ �o s- •ss \ F"o �c F � � ' `X89 � ► �sS ACS;.tl � � � •� S �9 FG �' 1285•4 \O ',� 5$•�' l FG 9 58.00' •6 1285.6 A \ �2$`' � 0 FG p \9 58.00 F� 0 1285.3 85.8 ": 86� - - HP - - - \ qr-q FG �_ 1285.1 HI - HP f7---a 1 1285.1 1284. i • 85.5 � FL FL 11284.7 1284.8 , 89V FL i \ 73 72 FL FL 'E=1286.1 PE=1285.6 . 7� -F=1286.8 5.0� FF=1286.3 , 5.0' 71 3B 3 B 1A i FF=1286.1 0.5' DEEPEN ' qr 3C ---5. - o FOOTING ' do i L 0.5' DEEPEN N FOOTING =1285.6 CP i 284.3 `r GF=1286.1 1 FL GF=1285.4 84 91284.2 1 1 1 T 1284.4 FL 1 1285.2 1284.2 1 FL FL � FS FL � 1 . cc N o Bw o m Cl! rn °° � Bw o - r � Nn QO N Ih m W m _ 1 - GD Cb � N01 -"58. 01 59.00 N r- \ 7 66.83 . - '.. I 1284.04 TC %.00r � _ 1283.24 TC 31:N N 3 I n m 1283.67 TC v' ---F ao 30' VC �-- 16 10.637. 1 � ; ; + 15 2.27% I -�- _ c� _ n� 3 AGLE OINT WAYo o _ _ W o ELOCATE DwY M 1285.75 "' 128r.86I TC I + 1283.50 TC Ln Ln I 1282.99 TC RIM EL �' I 58.00' c� , �' N \ 45.71' cc � 1286 4 TW- 4e L.L. ``co \ N 1 Nco ri vr h • mo 4254.6 TF "; „ mr- ` � '• g C5 c* w ao V- o N 1284.2 8L.1 FL 1 4'• (82.5 TW) I 1285.4f 1284.3 (81.5 TF) GF=1286.4 1284.3 ; i FS FL FL 1284.5 _ 83.8 Tw) GF-1285.6 GF 1285.6 (81.5 TF) FL • r[ iLO 5.0 0.5' DEEPEN FOOTING 'L N a 68 , 69 1 70 E=1286.4 PE=1285.6 PE=1285.6 v, 'F=1287.1 FF=1286.3 3AR FF=1286.3 i 1-4 83 8 T 85.7 2CR 5.0' 3AR 1 FL 1285.0 1285.0 1285.0 1284.9 P .8 YF) FL FL , FL FL i o 1285.3 K, � "PA I I 1286.4 Tw 86.1 �; 0 1284 6 TF_ 1285.3 � EXIST R-WALL HP `., V- HPk85.3 T ) 86.4 1285.6 Q, 1285.6 1285.6 1285.6 �o�� �� (80.8 T17) 158.00' FG / 57.00' FG FG 32.84' F�~' g'�• 1284.3 FG) 1283.2 FG) 1282.3 FG (83.5 T I A _ .- _ _ - _ _ - _ _ _ - _ _ .- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- - -- .- _ _ _. _ _ ._ - _ (80.8 TF) DIG ALERT I - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - 1 TM AIK _ CALL CAUTION: MEADOWS PARKWAY LD 02- 139 GR BEFORE SCALE: 1'= 20' YOU DIG! EXACT LOCATION OF EXISTING RICK ENGINEERING COMPANY 1-800-227-2600 UNDERGROUND FACILITIES IS 20 0 20 40 UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 1 it m is r%Ii I A I is San Diep Riverside O"UW Phoenix Tt� Ca ll at bast 2 working days prior to excavating. VERIFY I N FIELD. 1223 University Ave.,5%.240•Riverside,cA 92507-3438•(908)182-0707•FAX (!09)782-0723-www.ricks%oo. DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Ess� Designed by Drawn by Checked by Drawing No. CONSTRUCTION RECORD SCALE EHP EHP, EMK EMR RECOMMENDED BY: DATE: �CHEt CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal � 3P� s Prepared Under Supervision Of Contractor �+ W No. 46804 � �' �� ACCEPTED BY: DATE: 143-l.. � PRECISE GRADING PLAN - SEE SHEET N0.1 SCALE 1"=20' Exp.6-30-03 Date � L RONALD J. PARKS � - Inspector DEPUTY DIRECTOR OF PUBLIC WORKS TR N0. 28482 F w Vertical * EDWARD MICHEL RATICAN - CIVIV �,,� LOTS 69-72 Date Cmp tt'd NA a� �,,��F�` R.C.E. No. 46804 Expires 6-30-03 R.C.E. No. 19744 Expires 9-30-05 CASTLE PINES PHASE 7 Sheet 3 of 3 A G:\d-13212\212pgd228.dgn PLOT DATE: 17-SEP-2002 A 13212