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HomeMy WebLinkAboutLot 56-66 Precise Grading IN THE CITY OF TEMECULA GENERAL GRADING NOTES WORK TO BE DONE ]?ECISEGI?ADIIVGPLAIVSTHESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA CHAPTER 339 AS AMENDED BY ORDINANCE 99-23. STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. TRACT NO . 2 LOT NOS . 56 - 66 BOOK"). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. CYPRESS POINT PHASE 4 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' IMIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 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 PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT � SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH '�O SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLYREGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL 0� o CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER 1 ' DEEP. SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE '000IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ,� �.��c� TEMECULA WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF �LL �� WAY CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR 'J�' ti`s �CDURING THE TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 7 R N O , 28-482 _ 4 ` '� S 90 COURSE TOFRCONSTRUCTIONYOFOTHISS PROJECT9IINCLUUDING SAFETY OF LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. � � rF IT ��`' ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND ALONG TOP OF CUT SLOPES. r� Ci THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE LITY THAN ONE FOOT. -� CALIFORNIA RISINGPERFORMANCE OF FROM TTHEWORK SOLEON THIS NEGLIGENCEJOFTOTHEXOWNERORFOR ENGINEER. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 100 101 ��► THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED 99 102 RANCH 9'prj. UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY JANUARY 30, 1998 AND AS GRADED REPORT OF ROUGH GRADING 103 4 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER DATED SEPTEMBER 79 2000. TWO SETS OF THE FINAL COMPACTION 98 �o ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH �,[�L,� ��Ul��� 10 4 ` 15 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 9 7 7 TEMECULA SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 7� N O , 2 3 3 7 1 � � 9 6 105 8 2 N.T.S. ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR OF THE PRELIMINARY SOILS REPORT. EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 95 106 3 2 1 3 0 2 9 2 6 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 3 4 2 5 DAMAGE OR PROTECTION TO THESE LINES. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 94 r� VICINITY MAP INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING O 0 3 5 PERMIT FINAL INSPECTION FOR EACH LOT. 93 O 2 PHONE: (909) 694-6411 92 45 464 s 9 5 51 3 SITE LEGEND 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 91 77 43 44 22 TOP OF WALL ................................................................................. TW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 90 78 53 52 21 K TOP OF FOOTING ............................................................................ TF PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 4 2 5 m EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 89 79 9 20 3> TOP OF CURB ELEVATION----------------------------------------------------- TC SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 8 8 41 80 19 p PAD ELEVATION ------------------------------------------------------------------------------ PE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 7 81 40 59 18 � FINISHED FLOOR ELEVATION ............................................................... FF BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 6 39 66 17 FINISHED GRADE ELEVATION _________________ MATERIAL. 86 82 37 38 60 HIGH POINT ------------------------------------------------------------------------------------ HP 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. 85 61 16 THE TERRAIN MUST BE CLEARED, KEYED. AND BENCHED INTO FIRM NATURAL 83 67 15 TOP SLOPE ____________________________________________________________________________________ TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 84 111 110 69 68 7� FLOW LINE .................................................................................... FL REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. PARK SITE 72 71 14 TOP OF GRATE ELEVATION ----------___________________________________________________---- TG 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 76 13 < GARAGE FINISH FLOOR ELEVATION _______________________________________________________ GF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 75 74 11 12 EXISTING ELEVATION _______________----------------------------------------_------_______ (9/70) PROPERTIES. 9 10 -------------------------------------------------- I 73 7 8 r - r FIRE HYDRANT LOCATION _____________ 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 1 Z 3 4 5 6 � STREET LIGHT ------------------------- - 0___0 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO / DIRECTION OF DRAINAGE FLOW ------------------------------------------- ----_---�____- -_-_ FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES / RETAINING WALL (BY SEPARATE PERMIT) ............................. . AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT / r ` -� INDEX MAP ADJOINING PROPERTIES DURING GRADING OPERATIONS. APPROXIMATE LOCATION OF ELECTRIC METER ......................................... E 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SCALE: 1'=200' SEWER LATERAL LOCATION ................................................................ D TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE WATER LATERAL AND WATER METER LOCATION ____________________ ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN w VERTICAL HEIGHT. ELECTRICAL TRANSFORMER •----------------------------------------------------•----------- 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDINGo w o POWER LINE AND HANDHOLES -------------------------------------------------------------. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE w z z TELEPHONE SERVICE ------------------------------------------------------------------------- T ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN z '~ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE GRATE ........................................................................................... ❑ ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ~ o LOT °� ~ AIR VALVE-----------------------------------------------•------------------------------------- LINE W b 3' MIN. "� 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA •:Z 5' MIN a =z ...................................................................... w ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. a V)a- TELEVISION PLATFORM cn� o zw BACKWATER VALVE -------------------------------------------------------------------------- C SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, o z o SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION o 0 3' MIN. 1' © AIR CONDITIONER LOCATION - ---•-------- ------- .. - --- THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON CENTER: COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL • 21% WIAX. GRADING TOLERANCE NOTE PREVENTION DEVICES PER U.P.C. , CHAPTER 10-R. HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW 2�MIN• � GRADING SHALL BE DONE WITH A TOLERANCE OF 0. IOF THE GRADES AND MAX. GRADED ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 20• FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LOT FG. CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. GRADED 60 MIN. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE LOT FG. RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE A PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD NOT TO SCALE INDICATES LOT NUMBER ESTIMATED EARTHWORK QUANTITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 2 3 INDICATES PAD ELEVATION NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 1 PE=1199.0 PE=1199.0 INDICATES FINISH FLOOR ELEVATION PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE FG PE=1199.0 FF-1199.7 FF=1199.7 INDICATES BUILDING TYPE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE BACK OF SDWLK ER LAN FF=1199.7 -2 3 NO. LOTS CY/LOT TOTAL CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 11 15 165 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. FIG TC PLAN ^'_�_ - IN. GF=1199 INDICATES GARAGE FLOOR ELEVATION PER PLAN �� 1/ GF=1199.0 .0 GF-_1199.0 W • ! �ti� HP a CURB PER P514 W / z v) LO F5 10' (TYP) o Ln . LAN 12.0% MIN ; `� R/W FS -- • MAX ER PLAN FG PER PLAN • TC `',_�• 5' MIN. 3' MIN. 1% MIN. �' FG DIG ALERT __ __ _ __ __ _ ___�' ____� LAN CURB & GUTTER PER PLANiiiiiiii TM F DEEPENED FOOTING LAN AS REQUIRED. LD 01-090 GR CALL Q - UTILITY SERVICE POINT BEFORE YOU DIG! TYPICAL LOT GRADING DETAIL RICK ENGINTEEFXqG COMPANY 1-800-227-2600 NOT TO SCALE UNDERGROUND SERVICE ALERT 7mSan Diems Rive�Nde Onn�e Phaentx Tucson Co II at least 2 working days prior to excavating. 1223 University a a.,Ste.W•Nvmiae,CA UW-Hll•(IN)IM-OM•FAx (M)7e2-07U•wwwAck" CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: VV071=Ssi Designed by Drawn by Checked by Drawing No. EHP EHP EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS COUNTY OF RIVERSIDE B.M.T-29-81 � M\CHE( 2-1/2'BRASS DISK IN CONCRETE CYLINDER, Horizontal �� P repared Under Supervision Of �./ 7 S O� Contractor IN THE N.W.CORNER OF THE INTERSECTION �1 � No. 46804 z ACCEPTED BY. DATE. OF RANCHO CALIFORNIA RD.WITH MARGARITA 1'=200' W Exp.6-30-03 PRECISE GRADING PLANS RD. 1.0'EAST OF A 7.0'C.L.FENCE,40' Date O RONALD J. PARKS Inspector NORTH OF P.P.(NO NUMBER),94'NORTH Vertical EDWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 28482-3 LOT NOS. 56-66 OF THE CENTER LINE OF RANCHO CALIFORNIA RD. SETFIBERGLASS MONUMENTS WITNESS POST 1.0' �4 CI V IV ���� 46804 6-30-03 CYPRESS POINT PHASE 4 1 %L Date Cmp It'd W N/A �' Co"-%F� R.C.E. No. R.C.E. No. p 1;"' Sheet of 2 ELEVATION: 1128.410 (ADJ.9-13-82) Expires 19744 Expires 9-30-01 G:\d_13212\212pgd 158.dgn PLOT DATE:05-JUL-2001 JN 13212 45 46 PE=1277.4 PE=1276.9 47 PE=1276.3 44 48 PE=1277.4 52.27' 52.27' PE=1274.0 52.2 4 3 38, PE=1275.5 �2�• EXIST 2:1 SLOPE Ln m 42 slof o gas 51.9 PE=1275.5 51.9 FG FG 51.6 51.9 51.9 Go FG FG h _ � 51.9 51.0 1 ", - qr 51.6 FG FG 51.9 FL o - - - HP- ui 50.7 - -� �_� HP X51.9 52.3-- - 51.2 51.2 � FG HP m 51.4 � 100 , FL FL ' FL I Ln %_ 57 51.3 51.9 PE=1251.9 FL 41 FL 58 FF=1252.6 PE=1275.0 PE=1252.6 2A 5.0� 56 50.4 51.9 FF=1253.3 51.5 1 5.0 5.0' PE=1251.9 FL Fc �\ 3BR FL i i FF=1252.6 55 .� 1201 i B i PE=1251.0 2.6 0.5' DEEPEN FF=1251.7 FG5.0' _ , 1,�9, � FOOTING GF-1259 � J 1 2C 8- 50.7 1_j5.0 FL 50.6 r � GF=1252.6 FL 0.5' DEEPENc 52.3 51.9 � ` �� 51.3 , �o � i �-1251.9 FOOTING � N 0.5' DEEPEN FL � � � HP ` FL �`ro p, u- 1 % • Ln i FL 50.6 FOOTING GF=1� 4 Ss 6' o . n / � N �° N c FL 0 � '� '6+ J► `p � - . o o � 49.7 PE=1274.0 59 '�So ,.,� =16,8 N � u- � FL PE=1252.6 •6` ull pp N o 00 FF=1253.3 51.3 �c �.'_'��� • 6 �' o Q; ` NC2Ln . FL Cm LO Cli w GF=1252.6 9 •S� �' 19,1' 250.24 TC 13.1 , I rn y to m cv CIQ 51.9 .lF d� I 52.00, FL `T, .47 T �0 \ _" _:a .- . L`34.26' Psi 01? C • '� \\ 125 .4 + � 12149.85 TCN 0 - - 51.5 S v L 1810 \ RIJ EL ca I -- o 124 .40 TC 0 1248.81 0 248.26 TC ,_ • SSRR FL Y \ I I I Ln w _ TCS - I I I �- 1247.59 TC coap d- -� 1250.60 TC s �- --� �-S- _ •- + o O - s-- �� _ - -- T 1.1ox 1.10% U �' 7-�� I 1246 w 52.6 -- _ ----�- o 075 TC to 1250.8 F . -� - - - I �� 1o1.1g' I LAKERIGD COURT I Lq I - � -- Mo � ^ ~ / �I PON- I �I rn o % °° rn � I I o I o © + w 50 VC 1247. 4p ,3,D8i N o � L + i, IM EL + _ �► � � ♦ m + - 52. - - - 2 .5�• �- m - ; 1249.33 TC r v 1248. 8 T �` v 1248.21 TC FL a, 50.9 F5 r% / / I Ln X1248.81 T I +� 2I+ 5"6g 25.5, <„ FL 1250.E 1250 1 TC I + I - .. - • .. . ' cL' , .:. �l W Y : I 51.5 •� 3 I � J �. . . . 2gs.6� T � D U11 / o l l I c� FL GF=1252.2 1250.6 FS .'�.• 15 TC 17.60' O0' . / 1 0. I ca � 52.00 c� 20.71 Q v ; („ cn `c' V LO to U- `J _ 60 v o w _ ,� o., - -t�, �, U- , ;�n rte, � �- L-46 g i� 6• _ r �o o o c� Ir- ,r; co rn o ' r� rn c - �r cryL CL PE=1252.2 ��G q3"5 � Nr � N Q; m � � N °° cr; N 1 co co L' FF=1252.9 '� - c" v r • � � 3B 'sem_ .�'� , � � � � , � ` c� / I 51.9 r N o 50.1 1 50.2 t Cn HP ;-` m � � � 50.1 i Io ' 49.1 49.1 49.1 Y' In '� N 1 FL FL FL 49.1 ; �' 50.6 ~ �h0 0 ' �- FL - 1 1 FL _ i FL FL 'n 51.2 N i GF 1250.4 i _ i FL i.- / i 0.5 DEEPEN 1251.4 i GF 1251'4 50.4 i 0.5 DEEPEN GF-1250.4 �, 52.2 51.6 FL 50.6 1 FOOTING 1 FL 1 FOOTING 0.5 DEEPEN 2 g8.5I GF-_1251.9 50.7 1 FOOTING 1 �- /t C� FL r' FL o ,8'D WY L FL GF=1251.9 Q a 645.0' S.0' 65 5.0' 6 N . � i S 3 PE_1251.4 1 1 5.0, PE=1250.4 PE=120.4 5.7 PE=1251.4 F F=1252.1 i i / 51.2 61 1 50.9 520FF=1252.1 '1�J FF=1251.7 5.0' FF=1251.1 i w PE=1251.9 FL 5.5' 1 1 3C L, 1AR , 1C 52.2 r FL FF=1252.6 62 1CR 50.8 1 1 1 �7 to fs� FL , 2C PE=1251.9 50.7 FL 50.8 ,S•� W / �,",' `. 51.9516 FF=1252.6 1 FL FL �- 49.7 = d. i 50.8 , � 49.8 FL ,� •. . / .�► 014 FL HP ' i 51.2 1 FL 51.1 x FL 50.3 �' ao 1 51.4 i HP / 49.7 �i FL 1 L 51.1 .� i N 50.1 _, FL , 49.8 i � C , 8`` 9 - y ss•S3' �� � HP � � io � HP o � � � 50.1 FL I •� ,8� 18 DwY 51.6 � � _ � _ ♦ HP -.• 10 E Ln 51.4 50.4 -.` ---- 0.4 50. - - �- -� sv� - - 1 -' _ :�- '51.9 51.4 51.4 51.4 1 � FL 52.04' F FL PARK SITE moo• 51.9 51.9 51.9 � FL FL 52.04' FL FL 50.03 FL � 30.92' � /Q 'S?z ■ _ PE=1224.5 FL 42.16' FL FL 56,66 1 11 57.00' 55.00 61.p3 50.4 P- /� JA 8 / SCALE. 1 - 20 55.00' 55.00 ,�O•`9 FL v /� Sz+ 20 0 20 40 2=1 N,LO / DIG ALERT _j TM 00 Cb \ 1225.5 TW o 1229.0 TWCO •9�7 j CALL CAUTIO 1224,4 TW 1229.0 TW 1226.7 TW �, w` C, ��c? '•.• / _ N: BEFORE 1221.1 TF 1223.6 TF 1223.5 TF a,• c�' q; ^� ��." 1 090 GR ov nuc. EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS RICK]ENGINEERING CkMPANY UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Collat least 2 working days prior to excavati San m"P Ride or.w Phoenix Tucson �• FIELD. �A 1223 University AVG.,Ste_240•Rirereiae,CA 92507-3418-(908)782-0707•FAX (908)782-0723•www.ric keng.cm CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: VOES51 Designed by Drawn by Checked by Drawing No. SCALE �cH � EHP EMR 9 M EHP RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal �� ��: P repared Under Supervision Of Q N0. 46804 ACCEPTED BY: ILj DATE: T 1- o SEE SHEET NO. 1 1"=20' Exp.6-30-03 f- PRECISE GRADING PLANS Inspector Date lollez RONALD J. PARKS Vertical �� i� \' EDWARD MIC RAT CAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT NO. 28482-3 LOT NOS. 57-66 Date Cmp It'd NSA ��a� �,��F� R.C.E. No. 46804 Expires fi-30-03 1,�, CYPRESS POINT PHASE 4 � R.C.E. No. 19744 Expires 9-30-01 i Sheet 2 of 2 G:\d-13212\212pgd 157.dgn PLOT DATES 05-JUL-2001 JN 13212