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HomeMy WebLinkAboutLot 45-51,76-80 - Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO BE DONE I . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODES APPENDIX THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE CHAPTER 339 AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE 2. MINIMUM BUILDING PAD AND DRAINAGE SwALE SLOPE SHALL BE = 1X. TRACT NO , 23371 - 8 LOT NQS . 45 -- 51v & 76 - SQ NQRTHWIND PHASE 11 BOOKDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED9 • A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. PRIVATE ENGINEER'S NOTE TO I CONTRACTOR 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . Si I ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 4. PROVIDE 5 WIDE BY�1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL G`C` OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO FILL SLOPES OVER 5 HIGH. �� �x 57 ��, !-'� I THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE �,4 HOME PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT �Ar� I SHALL COMPLY WITH THE OCCUPATIONAL SAFETYAND HEALTH A SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLYF,4 I REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL 31 �/�/ CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER 1 DEEP. I SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE / IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 3 / I WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF / I ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR / 3 2 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 29 / / I COMPLETE RESPONSIBILITY FOR JOB+-SITE CONDITIONS DURING THE LINE9 GRADE9 ELEVATION AND LDCATIDN OF CUT FILL SLOPES. COURSE OF CDNSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF / / I ALL PERSONS AND PROPERTY9 THAT THIS REQUIREMENT SHALL APPLY T. PROVIDE A BROW DITCH* DESIGNED TO HANDLE 100YR Q STORM FLOWS9 2 8 / 3 3 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS9 AND ALONG TOP OF CUT SLOPES. / / THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE e. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 0: 2 7 3 4 I OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL / LIABILITY* REAL OR ALLEGED, IN CONNECTION WITH THE THAN ONE FOOT. / I / PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF `' TE WCILA 26 / / 35 I RISING FROM THE SOLE NEGLIGENCE OF THE OWNER DR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED �� / I THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND OCTOBER 129 1999 AND AS GRADED REPORT OF ROUGH GRADING / UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY DATED JULY 119 2000• TWO SETS OF THE FINAL COMPACTION S 25 / 36 I A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SITE F s / I ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT THAT GRADING HAS / A BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS r� 2 4 37 I SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING OF THE PRELIMINARY SOILS REPORT. / 38 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT EAST 24 I'F(yRNTA INDEX MAP / 3C.� I EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE L CAL � SCALE: 1'=100' EXIST 251 DRAINAGE � 2 3 / I AFFECTING THIS WORKS WHETHER OR NOT SHOWN HERON. AND FOR ANY / DAMAGE OR PROTECTION TO THESE LINES. INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING EASEMENT 2 / / I PERMIT FINAL INSPECTION FOR EACH LOT. AMC � 9�r1 40 I PHONE: (909) 694411 1 / I 2 LEGEND 11 . CUT SLOPES EQUAL TO OR GREATER THAN N 15 72 200' M1MD 5 i VERTICAL HEIGHT AND FILL � / 41 TOP of WALL ------------------------------ - ------------------------------------------------ TW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE TEWaLA 2 EASEMENT I PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM N.T.S. BOTTOM of WALL............................................................................ BW EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE / 73 42 I TOP OF CURB ELEVATION------------------------------------------------------------------ TC SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. Q► 19 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS VICINITY MAP 18 � PAD ELEVATION -----------------------------------------------------•---------------........., PE Q, � / BEEN CLEARED OF WEEDS* DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 74 43 I FINISHED FLOOR ELEVATION ............................................................... FF MATERIAL. �� � 17 / / I FINISHED GRADE ELEVATION --------------------------------------------------------------- FG 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, / / 71 75 44 HIGH POINT ____________________________________________________________________________________ HP THE TERRAIN MUST BE CLEARED. KEYED 9 AND BENCHED INTO FIRM NATURAL Q• G I ..................................................... SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A � �P 16 / / TOP SLOPE TS REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. � a�� �� I FLOW LINE .................................................................................... FL o° �- / / 7C r45 14. DURING ROUGH GRADING OPERATIONS N PRIOR T T ,� ti t�,P 15 SITE TOP OF GRATE ELEVATION ................................................................. TG PERMANENT DRAINAGE STRUCTURES 9 TEMPORARYDRAINAGE CONTROL SHOULD �'�tis 14 / 6 g I GARAGE FINISH FLOOR ELEVATION ....................................................... GF BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT � � I - EXISTING ELEVATION __ PROPERTIES. ------------------------------------------------------------------- t*9i1T�1 13 / \ 68 I FIRE HYDRANT LOCATION ---------------------------------------------------------------- 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 12 \ / Ole 78 4 I / 65 � STREET LIGHT ----------------------------------------------------------------------------- 0-31 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO / ��` I FUNCTION* ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES DIRECTION OF DRAINAGE FLOW ............. AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 11 48 I 1.00 RETAINING MALL (BY SEPARATE PERMIT) ............................... ADJOINING PROPERTIES DURING GRADING OPERATIONS. 6 6 / 6 4 �� I / APPROXIMATE LOCATION OF ELECTRIC METER .........................I............... 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- w c 10 6 7 49 �I / SEWER LATERAL LOCATION ................................................................ � TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE z 8 1 / 63 ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 34 IN z ? ♦ I WATER LATERAL AND WATER METER LOCATION ___________________________________ -- 0- _ VERTICAL HEIGHT. UJ = a ~ o SZ // I / ELECTRICAL TRANSFORMER ----------------------------------------------------------------- 1A. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING LOT ac CJ w 9 / ' / LINE �+' cJ 0 6 2 8 3 . I / POWER LINE AND HANDHOLES .............................................................. D PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE t~ 3' MIN. t m wi / / / ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN Cr 5 MIN. �,, Pz 51 ♦ / TELEPHONE SERVICE _________________________________________________________________________ Q 8 �' ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE C i� "'O 6 1 8 4 5 2 / / I// � a o z w� / / GRATE------------------------------------------------------------------------------------------ ❑ ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. LL_ 0 0 3' MIN. 1' Uw., 00 wol / 2�rMSN. �► / I AIR VALVE. ---------------------------- 0 .C)ILL 7 53 --------------------- 19. EROSION CONTROL• ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 21.r. MAX. ♦ / TELEVISION PLATFORM .............................. 0 ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. Zy. Mr 60 54 / / 7�A�7 � 7 � � ------------------------------------•••• SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVERS ZIy IV. / / BACKWATER VALVE -------------------------------------------------------------------------- e SHALL BE PLANTED WITH APPROVED TREES 9 SHRUBS 9 OR COMBINATION MA V' 6 � ♦ / �y`OL5 COURSE Q GRADED 5 5 1.10 / AIR CONDITIONER LOCATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS: TREES9 20' ON """' CENTER: COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL GRADED 6'MIN.- LOT FG. 5 6 / / HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADING TOLERANCE NOTE PREVENTION DEVICES PER U.P.C. 9 CHAPTER 10-R. LOT FG. 5 I I 5 7 / / / ♦ GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT A � 1 58 ♦ / / ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. NOT TO SCALE 4 5 9 �`� o ♦ ♦ CONSTRUCTED WITHIN 0. 51 OF THE LOCATION SHOWN ON THESE PLANS. / 100IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE / / RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. PERMITTED. 3 ` � � 1-1 / 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD 1-00 / 11.1 100 EARTHWORK QUANTITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. � \ / FG ( 2 \ ♦ / NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE BACK OF SDWLK AN 11.1 / PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE DEEPENED FOOTING A \ / / CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. F AS REQUIRED. �� _ O \\ / i 110, NO. LOTS CY/LOT TOTAL UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. - _ Cr 1 / ♦ 12 15 180 TC _ _ �� IN. z � �' .10e OPTIONAL PER PLAN 1�' M �, / ��► I ♦ ♦ 1 CURB Q / / FF=100.0. 3- INDICATES LOT NUMBER / / 7 R A C 7 N d ., PE=99.3 Z FF=100.0 INDICATES FINISHED FLOOR ELEV. I ♦ 2337 �-7 1 FF 10 0 PE=99.3 INDICATES PAD ELEV. I �' / / / PE 99.3 3 INDICATES BUILDING TYPE FS 10 (TYP) / ♦ 2 AN 12.0% OV AX / / o LAN / / - ,t r / / L© 10'MIN (TYP) RIGHT OF WAY TC N• 5' MIN. 3' MINi 1X MIN. . DIG ALERTPER PLAN --• - -- - - It CD TY LAN U-1) EXIST. CURB AND GUTTER � - UTILITY SERVICE POINT CAM 01-100 GR BEFORE BUILDING FOOTPRINTS YOU DIG! TYPICAL LOT GRADING DETAIL i-800-227-2600 NOT TO SCALE NOT TO SCALE RICK]ENGWEERING Ck)NVANY UNDERGROUND SERVICE ALERT sm m", ET"& onmv Cahat least 2 working days prior to excavating. 1223 Univwdty AVG.,ShL 240•RITN",CA 92907-1419•(909)792-0?O7.PAX (!08)792-0721•www.9lnl .oc� CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESS1 Designed by Drawn by Checked by SCALE � � EHP EHP EMR RECOMMENDED BY: DATE: 7�� A� Drawing No. COUNTY OF RIVERSIDE B.Y. T-29-81 O%CHEt CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor 2-1/20 BRASS DISK IN CONCRETE CYLIND�rt, Horizontal � • P Prepared Under Supervision Of �; I N THE N.N. CORNER OF THE I NTERSECT I ON �l � No.46804 z �^ EZ/ p/ACCEPTED BYEDATE• PRECISE GRADING PLANS OF RANCHO CALIFORNIA RD. WITH YARGAR I TA 1'---_100' Exp.6-30-03 �- RD. 1.0' EAST OF A T.0' C.L. FENCE, 40' NORTH Date RONALD J PARKS Inspector °i NE.OF RANCHI OMCARL I PORN I AN�DTH ETTHE F I BERGLASS � � EDWARD MI EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS C Vertical CIV��. TRACT NO. 23371--8, LOT NOS 45-51, & 76-80 NITNESS POST I.0' NEST OF MONLArENT. ■ Date Cmp It'd _ N/A IT�OF �`� a R.C.E. No. 46804 Ex lres 6-30-03 N 0 R T H W I N D PHASE 11 ELEVAT I OW 1128.41 O (ADJ. 9-13-62) �► p R.C.E. No. 19744 Expires 9-30-01 Sheet 1 of 2 A Gs\d_13212\212pgd174.dgn PLOT DATEt 30-JUL-2001 JN 132112 BELLERIVE CT jjj�o• �C L=7 4.17' � / 1166. TW 116 TW 1165.7 F 5.7 TF AE`s &, X ��G '` 'c. .S8 �6p ' 65.4 22 ` ��P ,c �,� FL 65.7 , ?,�spe t i HP • 1169.0 T ► 66.0 1165.7 TF - ` �' •S �'' ��yJ, �� / a� FG p`� `c`yam\ .�� •o 1166.7 T S- �, ,S' , pQ i 1165.1 TF 66.7 C 8 �s A 80 65.4 FG `' ��s �, 1174.6 TW 1174.6 TW j PE=1166.0 FL - _ 169.2 TW 1T 1.7 TW �`� �.r �C •� �C •C 1170.5 TF 1171.1 TF 11T4.fi FF-1166.7 0 66�•�� 1%. 66.4 � 1168.0 T 1168.0 TF 43'93' 43'23'�C � 42.09' 102.49 1170.5 TF 1171.1 1CR FL . HP 42w09' 70.8 49.00' 70.8 \?1.3 48.00' 66.7 FG _ FG FG eco Q 7 _ 1171.7 TW _ �71 �� `D�=Cs FG 68.7' 68.4 - io 6 1168.0 TF 1 .3 TW c6 70.5 C6 70. 64.7 h '� r FG 69.3 HP \ / r HP FL o�oo - D r 68.0 HP `y FG 69.3 69.0 ----� 111 0.0 TF L FL GF 1166.0 S• 79 1169.3 TW � FG I 1 S PE=1166.7 , l FL 1168.0 TF F �'- HP _ - 70.2 11k.8 7 ♦ 64.8 I FF=1167.4 66.1 70.2 I 7 FL �` • FL � � GF=1166.7 ZC FL , 68.0 r� 1170. TW FL FL • try 65.L 6•D, FL 1168.5 TF 1 5.5' 75 1' a c� FL o r i 68.7 68.7 6.0 PE=1171.3 \ � 78 , 76 _ a ? c� FL FL 1 1� FF=1172.0 Q r PE=1168.7 I PE=1170.8 i . �` .� a,• ti4' �,� ,� r FF-1169.4 PE_1169.3 6.7 FF=1171.5 I 1A 3.46 TC \ �.'CD i '\• h ©� i 3AR 5.0' FF-1170.0 I 1AR I �� � \ ti �?0 6.2 2B 9 ,� �0 0 0 0.5' DEEPEN 0.5' DEEPEN •�D. •�L .�'ti .,�� a• r FOOTING FOOTING XO`•0.,�`� h 0 ` GF=1169.3 1170.8TW 0 �' `\ 164.28 TC R/W 65.6 67.5 GF=1168.7 1 1168.2 TF - ,` FLV v r 67.4 68.2 .5 DEEPEN GF=1170.8 1 1 GF-_ 1171.3 \ s Lr r`p FL FOOTING .. `�' � CO � FL � I 69.6 i i 70,1 �` ��'• BW ,A -- cn 69.5 FL FL " / �• v� 1164.9 ;� i; o 1 - F8 2 FL F .�o 1 TC . V _ r. co o c3 0 L NZ LA cn AFS ,`\• h �R� EL .r c~o w ° �! o UD �•' a iv CBV C . � � F ;6 7 64.5 0 r �°' 4' / •00t S "� Oe \ � 165.i�3 �- a GF=1165.8 1.1.1 65.5 h � h `, h• `�' / • A co 1167.27 11 T X1168.88 TC 169.74 1172.59 •,rL`'' , 64 6 FL �• �• h �; M�/� �► o 1166.89 TC ,� o r: o r: © ---� RIM EL o•� -L U��i4 s RIM EL - r FL 51 ,� ,� o� '`'° `'� - �` �' WAY CURB I& GUTTER ; U 1.79%. . • PE=1165.8 , `ti eco o L_ �, , rn _ _ _ - / q 4 FF=1166.5 I �" 5.3p, �� f co "• oo >- ao '- co >- � / • 6 1 4 " CURB Js GUTTER I r �# I • - � I I � o 3BR Q'� 65.5 `'' ~_w -�°" 1167.23 TC � - 1168.69 TC C o 65.1 Dc4,w v FL rya. .-- `--- w�... -a .. _w m / POST TENSION OR , A< GF=1166.8 , T T 1168.07 TC'- d FL STRENGHENED `':o 1168.3 W c, a CONVENTIONAL , oho s•D- / 1165r7 TF •19 • 66.1 / � Al ,� •• � 0% � 50 5.9' `" ,cn � , L=45.35' .,~ e, PE_1166.8 SDFL i N o `� cn L- 1 � ` 48.00' - cn 5 r • 65.8 ��- / FF=1167.5 GF-1167.3 'r' `°co `D "•' ��.``` '� ° .. '� - o co �, T w c� ` `� '� �G 65.5 65.1 '`a �C / c.-e Nor: R/W "! BW o �'� '-` C Ln U�- - 1168.9 TF '� Ln Ln m HP POST TENSION OR , 66.1 67.2 �` `" "'•°'a "! o `` Bw �� a; o' o � W_ FL STRENGHENED FL FL i ° to T- N m CO ° W 70.4 - ' CONVENTIONAL � / 53' / � 67 5 68.6 z Ir- FL • 6 7.5 � V- r 66.2 66.1 PE= 7.3 , FL FL I FL 68.6 i 69.3 ❑ 7C FL FL FF=1168.0 1168.3 TW 67.1 / 5.Q� I o FL 69.3 w FL i FL 3BR 1166.0 TF r FL GF=1168.8 1012' 8.6 Lq o _ FL w .•. GF=1171.6 POST TENSION OR / GF=1168.3 r LU o U- 1169.9 o� 5.0' I 66.5 ` . , , STRENGHENED i �;? GF=1170.4 �o HP / CONVENTIONAL ,� 48 o o0 66.7 / o• PE_1168.3 6.0' / 6.0' 5.0' 6 \ FL �' 6T.T FF-1169.0 47 , I 65.8 m r 2C ' PE=1168.8 i 45 I 5.0' 44 FG FL 67.6 / FF=1169.5 i 46 PE_1170.4 PE=1171.6 \ 66.8 - 66.6 1 ' PE=1169.9 69.8 FF-1171.1 69.8 FF=1172.3 \ \ - FL , FL 1AR / FF=1170.6 I FL 2AR FG 67.0 I \ \ 1C FL I 70.9 3C HP 68.2 / FL 69.98, 66.8 67.3 O "' - - ��I i FL 68.2 69.3 69.3 \ \ FG FG N N 68.0 m FL � - HP CD FL FL \ \ \ 62.72• 67.3 68.3 �' ao 70.1 F I I - cAUTioN� FG FG , 68 5 N HP 1171.6 TW/ � 71.3 \ \ \ . EXACT LOCATION OF EXISTING EXIST 2:1 SLOPE 60,73,, 68.3 68.8 HP i; r �a; 69.6 69.9 � 1169.6 TF 71- ° _ _ HP_ � � � _� � I68.8 70.4 UNDERGROUND FACILITIES IS FG FL 58.90' - ` FG Hq- FG 48.01' FG 49.05' UNKNOWN. CONTRACTOR TO 51 VERIFY IN FIELD. .56' 69w9 \ MWD EASEMENT - FG 70.4 EXIST RETAINING WALL IALERT � FG \ \ \ C3 \ \ \ \ 6 CALL LD 0 1 100 GR BEFORE \ YOU DIG! SCALE: V= 20' \ � RICK ENGINEERING COM ANY 1-800-227-2600 UNDERGROUND SERVICE ALERT �` ,� Sm n:ep sae ormp �. Callat (east 2 working days prior to excavating. 20 0 ZO 40 1223 University Am,3b.240•FAim dh,CA 92507-3418•(M)r8a-0707•FAX dee)M4M•w".ei imgAm CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ESS Designed by Drawn by Checked by Drawing No. EHP EHP EMR RECOMMENDED BY: DATE: 7 O �cr CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal P repared Under Supervision Of � W No. �6eo4 � ACCEPTED BY: DATE: SEE SHEET N0. 1 1'=20' Exp.6-30-03 Date � 4 RONALD J. PARKS PRECISE GRADING PLANS Inspector Vertical EDWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ _ TRACT N0. 23371-8 LOT NOS. 45-51 & 76-80 Civ1%. �� Date Cmp It'd N/A 1'0�1 or R.C.E. No. 46804 Expires 6-30-03 R.C.E. No. 1 744 Expires 9-30-01 N O R T H W I N D PHASE 11 Sheet 2of 2 � A gs\d-13212\212PGD 175.dgn PLOT DATES 31-JUL-2001 JN 13212