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HomeMy WebLinkAboutLot 39-40,51-55, 79-81 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX WORK T O 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 Q� Q Q 1 STANDARDS AND SPECIFICATIONS+ AND THE LATEST EDITION OF THE A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. C7C J UI STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( GREEN 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . BOOK"). 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM DR EQUIVALENT ALONG THE TOP OF ALL CASTLE PINES PHASE 2 PRIVATE ENGINEER,S 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 ABOR AND THE STATE OF 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA5 CALIFORNIA DEPARTMENT OF INDUSTRIAL ELATIONS CONSTRUCTION � ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 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 ��� TEMECULA WITH SAID REGULATIONS AND ORDERS. TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO S �, WAY LINE+ GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. `' �► CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS. �� COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE ALONG TOP OF CUT SLOPES. SEWER EASEMENT SITE ooh COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF 81 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. �-� 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 G LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE 1Q `j CALYFpRNIA PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON b ASSOC. DATED RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. JANUARY 30. 1998 AND AS GRADED REPORT OF ROUGH GRADING 11 4 ,�q 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 WHICH12 2 ANC q�f� UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION O� q A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS "�j ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES 'tij OF THE PRELIMINARY SOILS REPORT. 13 � '� 15 NOR FOR UTILITY 0R I� �O RRIGATION LINES WHOSE LOCATIONS ARE NOT 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 14 2 TEMECMA SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR 15 (p� N.Ts. EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 7 � �A AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON+ AND FOR ANY PERMIT FINAL INSPECTION FOR EACH LOT. 16 33 � �O DAMAGE OR PROTECTION TO THESE LINES. 2 6 �o '� VICINITY MAP PHONE: (909) 694-6411 17 � 3 4 `1. r° � 2 5 q�- 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL 18 3 5 '� LEGEND SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE 24 8 5 ,�tKPLANTED (tea` EROSION AND GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 19 36 TOP OF WALL _________________________________________________________________________________ TW D IN TABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 2 3 84 (0 SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. O 37 (0� TOP OF FOOTING ____________________________________________________________________________ TF 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 3 S 21 22 83 � �� 1 TOP OF CURB ELEVATION ----------------- ----------------------------------------------- TC � BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS 82 PAD ELEVATION ____________________________________________ _ MATERIAL. 807 5 0 �-� �l�F�S 81 FINISHED FLOOR ELEVATION ............................................................... FF 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED+ 40 0 \ FINISHED GRADE ELEVATION ............................................................... FG THE TERRAIN MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL 7R NO , 23371 - 15 SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 4 1 -J HIGH POINT .................................................... HP REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 42 t.� TOP SLOPE ------------------------------------------------------------------------------------ TS �► 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF FLOW LINE -- - ---------------------- FL SITE �3 - -------------------------------�-----------------------..� PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD O TOP OF GRATE ELEVATION ______________________________ BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT __________________________________. TG PROPERTIES. 4 49 GARAGE FINISH FLOOR ELEVATION _______________________________________________________ GF 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. o i 4 8 EXISTING ELEVATION ..................................................................... (9170) 4 7 FIRE HYDRANT LOCATION loom 0 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO a w �- """""""""""""""""" ' """""""""""""""""` "" """"""""" FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES ��- a "- © STREET LIGHT o-� LOT � 46 AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT `` --------"" ADJOINING PROPERTIES DURING GRADING OPERATIONS. � LINE 3' MIN. Q �W DIRECTION OF DRAINAGE FLOW ___________________________________________ --- - 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- �z 5 MIN. W m RETAINING WALL (BY SEPARATE PERMIT) _______________________________ M~ C1 WZ:w APPROXIMATE LOCATION OF ELECTRIC METE E TENTHS (1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE wow C7 R ______________________ ________- ❑ ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN o U_ 3 MIN. 1 �, C) VERTICAL HEIGHT. 2/• MIN' SEWER LATERAL LOCATION ________________________________________________________________ D AX 2% M ��% M • WATER LATERAL AND WATER METER LOCATION ....................................... n 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING �1Y lAf, PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQU I RED. THE MAX �"p ELECTRICAL TRANSFORMER ........................................... ---------------------- ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN GRADED ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE GRADED 60 MIN. LOT FG. -fR N0 28X POWER LINE AND HANDHOLES ............................................. ................ D ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. LOT FG. TELEPHONE SERVICE ......................................................................... Q INDEX MAP GRATE ❑ 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA A ]> -------------------------------------------------•---------------------------------------- I CE 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 SHALL BE PLANTED WITH APPROVED TREES. SHRUBS, OR COMBINATION TELEVISION PLATFORM ...................................................................... THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES. 20' ON _ BACKWATER VALVE CENTER. COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL � � � ""---"""""""""""""""""""""------"--"-"-"""""...---.--------"-"-"-"... ---- B J 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 SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN / PER FOOT FOR A MINIMUM OF 3 FEET. Cal GAI NSHL BERADESND EREDATGONSALSHOWNDOON WTHESE TPLANSOLERANCEAND OALL SLOPES GSHALL ABE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE OPTIONAL LOGGIAS OPTIONAL LOGGIAS CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. PERMITTED. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE FG RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD BACK OF SDWLK PER PLAN PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. fr --- ESTIMATED EARTHWORK QUANTITIES F --�- 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE A --�"- THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE TC "-� - i NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PER PLAN _�--__�~- 1%. MIN• - INDICATES LOT NUMBER UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY R/W . ' 3 INDICATES P PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. � � ti • -��- PE=1199.0 AD ELEVATION ��� FF=1199.7 PE=1199.0 INDICATES FINISH FLOOR ELEVATION N0. LOTS CY/LOT TOTAL �ti�• HP PE=1199.0 2 FF=1199.7 INDICATES BUILDING TYPE 10 15 150 CURB N FF=1199.7 3 o F Cn 10' (TYP) L N 12.07. MIN MAX EG ' - F z GF=1199.0 PER PLAN ER PLAN el INDICATES GARAGE FLOOR ELEVATION • _ GF=1199.0 GIF 1199.0 TC _---�i 'VIN 5' MIN. 3' MIN. '-% PER PLAN 171 �- -_ � __-- -- _ _1/. MIN. ___�� GF=1199.0 FG DEEPENED FOOTING W LAN AS REQUIRED. n Q - UTILITY SERVICE POINT z V) L DIG ALERT .40: . I TYPICAL LOT GRADING DETAIL N R/w CAM LD TO SCALE BEFORE • . .• . LD 02-046 GR YOU DIG! ..• . .-• • . . .. .. • .. . .. 1--800-227-2600 CURB & GUTTER FJCK ENGD41MFJW-7 C UNDERGROUND SERVICE ALERT CaMat least 2 working days prior to excavating. TM sn D:ep Riverside orange Phoenix TUCNR 1223 University Ave.,SM.240•Rir.re",CA 92507-3418.009)782-0707•FAX (809)782-0723•wwn►Aing.aosi CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by SCALE p'R��SIA� 8 Drawing No. COUNTY OF RIVERSIDE B.M.T-29-81 11904EHP EHP EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 2-1/2'BRASS DISK IN CONCRETE CYLINDER. �� �� Contractor IN THE N.W.CORNER OF THE INTERSECTION Horizontal �a Plan spared Under Supervision 0f u OF RANCHO CALIFORNIA RD.WITH MARGARITA W No.46804 ACCEPTED BY. DATE. �� Z PRECISE GRADING PLANS RD. 1.0'EAST OF A 7.0'C.L.FENCE,40' 1'=200' Exp.6-30-03 Date Q o RONALD J PARKS TRACT Inspector NORTH OF P.P.(NO NUMBER),94'NORTH T R A C T NO, 28482-F OF THE CENTER LINE OF RANCHO CALIFORNIA EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS RD. SET FIBERGLASS WITNESS POST 1.0' Vertical CI V 1%• Date Cmp It'd WEST OF MONUMENT. �Fp�'i� 46804 6-30-03 L 0 T NOS, 3 51-55Y & 79-81 ELEVATION: 1128.410 (ADJ.9-13-82) N/A CA1. R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 1'a' p CASTLE PINES PHASE 2 sheet 1 of 2 � G:\d-13212\212pgd 196.dgn PLOT DATE:04-APR-2002 JN 13212 1 1 1 1 1 k 75 1 � 1 PE=1286.8 38 83 76 PE=1290.7 1 PE=1290.6 � PE=1287.0 90. 7 1 1 f � � 92.4 0.00��~ a� FG ` 1� FG fli 0.1 � - .4~ 492.4 FG 20,0, 1 FL �n 1 3. 55'3 FG 'n 89.5 '•- 51 0 90.4 FL 1 92.4 ---� 1 39 r FG �, a; PE=1290.7 GF=1290.7is .OIC FIN- FL FF=1291.4 i ' •�; w v 3C 4' 25'1 .' �, 92.1 92.1 n 7' Raw 25 HP _ FL - - 28.5' 18' 'Raw , �. 18' I ��� 7 7 90.7 90.0� _ 9~�• 7 g 2 i � i � � � I ' _ PE=1287.6 FG 1� FL 89.6 GF-8.6.7 1289.;1/,�S 1 1289.1 F PE=1290.7 100.00, , r . _ __ _ _ .• - 91.7 91.7 � 91.8 91.7 FL 1289,0 F 1 +63,12 16+60+g4 FL FL FL FL FG �'► ` 1 - ~ S CL 8, CL 1289.1 F �� ~ ` 80 79 r f� - ��� _ _ _ _ :�•:. °wr ' 18 °wY s 89.6 �, m J 89.9 - ~ _ ~ `d8r�FG 1 86.6 1289.0 FS FL `�' 118.51 ° PE=1292.4 5.5' I PE=1292.4 20.0 1 FL 90.0 90 FF=1293.1 FF=1293.1 U1 - -II RIM EL 70 GF=1290.7 FL ► 2C I s 90.3 1 GF=129 .6 89.3 ' . 47.2" FG i 1C FL 1288,9 F av FL � ' 1 i 40 GF=1290.6 .• • � 1 � N ' 1 PE=1290.6 1288.7 FS 1693.12 .; 15»0" 8 14.5 35.fi' 1 CO, �. 43.3 ' - 4 12.8' FF=1291.3 8.4% CL 8'DWY ' PE_1290.T �- 1B �=� � j GF=1290.7 FF-1291.4 i 90.4 8 GF=1292.4 , �, ► . t 0 89.5 '� GF=1292.4 91.2 a- 0'ZZ '' 89.9 1 1 '�` y� I 1 FL Lq FL 90.1 91. i 90.6 r FL /'�? 1 1 �'L• FL N FL 1 ` 15.0, 1 ;' ~ _ 91.0 91.0 mom- �� , , 1 ' ca FL .(n N FL ca 89.2 _ Q _ ~ _ 1 1 cagy, 1 r• �4 to (n � �. o 8 . FL �] / •y6' 288.8 �'G �` - ~ w 1 0X. �`" as rn •-; o �. �` d, 0 LR �- G_ 1288 rn C" . °' 0 0 o m (n i m m m _ . 7 •9 FG 1290.5 co 90.7 - rn rn \ V_ r - 41 _ FG N FG PE-1289.0 1288.3 FG •:. •.,. , 60.04 FG 68.00' ' - _ . ' 86.09' ,16'96- '�' Go Q, '- 31 9"6 Z 6 1290.11 I rn n o o RIM EL Ln � _ CYPRESS POINT WAY o.7ox _ _ VM 1 N I 0 d / - 1+ �r; o 125' VC 11 w � v m v cc >-£l V.0 •0 n :It u r� • �}�$H. 6 TC co . 1289.80 C °D o co I C6 © o I I rq � r - o >-rn 1 w 1290. 4 TC + w I r _ o . 1289.99 TC "� ,L 65 9Z� N - iC0 * OA ,SZ _j C14 I L) Ic L) " Go �- • / $ o 2'�• '� � o L=20.87' , 61tn V) .OQ' � � o �„ `. 58.50' 58.00' v, � / � cn • '-.b0'6S A Lu LL_/ m _ / w N N 1 00 UD © . - l�. \In LoaD lfi tD 117 rte. O L �= mCYI � f tD f - 0 \ O � o C; CT1 ui 00 aD rq rq aD CD / a� N N 910 av Qi N ori C%j N m ' r � r- o V_ V_ av FL N 1 91.1 % 1 90.8 • : 90. 1 i FL 90.3 i i 0 FL GF=1292.4 j 90.9 i j 1 j FL 90.1 o � ,� GF=1291.4 FL j GF=1292.1 i FL j o o, W � ; JC Oco , 91.1 GF=1292.3 91.1 FG °' CL / �' / i FL i j GF=1291.5 o z Q „ 5.0 GF=1292.4 91.0 N o R 90.3 j i FL N j 0 u- 1117 j icli FLr` o r 7j5' 54 ' , - / 1 5� - i 53 j PE=1292.1 5.5 1 0 PE=1292.3 5 "�: - �/ PE=1291.4 5.0' i FF=1292.8 i �.�, / FF=1292.1 52 FF=1293.0 5.5 3C PE=1 1.5 Cr 01 "' 1A POST TENSION j FF=1292.2 5.0' 19mg ��"V 3A j a,"I PE=1292.4 i , 11 FF=1293.1 91.4 91.4 1BR W U- 90.7 1� 90.7 POST TENSION 90.7 7 j 2BR j � POST TENSION i FL FL , 91.9 FG i j � °-"' � 6,S P FL FL i 91.8 91.5 i i 91.0 90.7 o "_ o '�. / / o► 91.7 POST TENSION 91.7 FL ` FL rn Cr j .'. � �1 q � o. j FL i � _a � i FL FG -�' -- FL FL - - - -- - -i .r 91.891. � � -� --� � �1 \ - II , rn - HP 0--- L9i. - - - - O c? - - -_ _ _ - - - - HP `` - - - - CD r; 0 � V-! � - N -% � ui �0 1.2 O • 92.3Cn 92.1 m 11.59' HP 92.1 tD HP • ��- HP 61.08' FG FG 92.1 N ;_. 91.5 rn, c� r 92.4 92,3 58.58' FGA o u-- 58.08' FG �,�1 FG FG 91.5 ,8019 91.4 92.4 1 FG FG FG 3 Zs 2:, 30 29 31 / / Q 27 DIG ALERT lu SEE SHEET N0. 2 TRACTNO , 2a482_ 3 CALL CAUTION: BEFORE LD 02-046 GR You DIG! EXACT LOCATION OF EXISTING SCALE: 1'= 20' RICK ENGINEERING UMPANY 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 ,� San >x� viae vrng,ephoewx « Ca at IBast 2 working days prior to excavating. VERIFY IN FIELD. mn 1223 University Am,SM.M•Rk"nids,cs 02W7-3418.!9N!782-=7•IPAx CM)7e2�•w..n.�.a= DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by Drawing No. CONSTRUCTION RECORD SCALES�A'll� RECOMMENDED BY: /8 a M�C�1 EHP EHP EMR DATE. CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal - �� : repared Under Supervision 0f Contractors w No. 46804 i *` p p �r/o 2�1•=20' _ _ ACCEPTED BY. DATE. PRECISE GRADING PLANS SEE SHEET NO. 1 Exp.6 30 03 Date RONALD J. PARKS TRACT NO. 28482-F Inspector EDWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS Vertical Date cm rt'd %I CIVIL. `' 46 4 _ _ - LOT NOS. 39�-40, 51-55 & 79-81 p N/A E�' CAM-0 R.C.E. No. 80 Expires fi 30 03 R.C.E. No. 19744 Expires 9-30-05 ';"' CASTLE PINES PHASE 2 Sheet 2 of 2 G:\d_13212\212pgd 195.dgn PLOT DATE:04-APR-2002 A 13212