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HomeMy WebLinkAboutLot 33-86,159-194 - Precise Grading TOP/TOE OF SLOPE SHOWN GRAD/NG NOTES 5' MIN + ON PLAN 1. ALL GRAD/NG SHALL CONFORM TO THE UM'FVW BUILDING CODE,- CHAPTER 70, AS AMENDED BY ORDINANCE 457. J' MIN. 4 1' M/N. 2 2 MIN/MUM BUILDING PAD AND DRNIV40£ SWAL£ SZ OP£ SH&L BE - 1X, 5' M_/N. _ vTRA C T 232 67m � DR4/NAGE SWALES SHALL BE A MIN/MUM OF 0.2' DEEP AND SHALL BE r MIN. g ,3' M/N. m • F)?,EC1c5,E G)?AD1N(3 ,PLAN 3 S/TE ' CONSTRUCTED A MIN/MUM OF 2 fROM TOPS OF CUT OF f7LL SL OPES. -6'� MIN. � � 79 J. MAX/MUM CUT OR FILL SLOPES a ?.•1.F PAD ELEV 1 CORNER49TONE �9 4. PRONTO£ 5' WIDE BY 1' HIGH BERM OR EOU"LENT ALONG THE TOP OF ALL 6' MIN �' FILL SLOPES OM£4i 5' HIGH. 12 MIN. PAD EL 1 5' TYP. �Q/' l 10' '1//N ZOTS � LJG 159 - 194 � 5. ALL GR40/NG ShG4LL BE DONE U/Vll£R THE ,S UP£RNS/ON OFA Gi�MPE7FNT 2X MIN. 2X MIN. SO/LS ENGINEER WHO SHALL CERnFY 771A ALL f7LL HAS BEEN PROPERLY 21X A94X. 11X A AX C1. M/N. _6,• MIN PLACED AND WHO SHALL SUBMIT A f7NAL COMPAC77ON REPORT FOR ALL f7LLS IUP OF SLOPE' uviol Q� ODER 11 DEEP. 1 X MIN. SHOWN ON PLAN 'u'4'� C�OF � L g� A* IM �M/N, a 6. A REG/57FRED CML ENGINEER SHILL SUBM/T 7V THE CITY OF T£MECULA SECTION A —A PAD ELEV. ENG/NfFR/NG DEPARTMENT WR/TTFN CERnf7C4170N OF COMPLETION OF ROUGH GRAD/NG IN ACCORDANCE W TH 7W APPROVED GRADING PLAN PRIOR 7th N. T.S. 7:1 2X MIN WC/N/TY MAP ISSUANCE OF 7NE BU/LD/NG PERM1 C£R77f7C4770N SHALL BE A9 LINE,20X AMX 12" M/N. NOT TO SCALE GR4DE, ELE0477ON AND 1004 77O OF CUT/ f7LL. SLOPES. 4F74 7. PROVIDE BROW DITCH, DESIGNED 7V HANDLE 100 YR Q STORM FLOWS, ALONG 5' MIN 5' MIN SECT/O "C—C " 'J TOP OF CUT SLOPES: EXTRA DEPTY OF Z J• A0VN. -T MIN. 2 TYP/CAL REAR ARD GRAD/NG 83 owe6 &V p � r ; � 75 B. RA4L COMPAC770N REPORT KLL B£ fifOUIR£D faR ALL FILLS GREA7TR MAN fOOnNG AO BE N. T OV of ONE FOOT. D/MENS/ONED ON 5 57 _ 78 PLANS (7'YP.) s ,xt .xr s4 _ - 77 9. ALL GR40/NG SHALL BE DONE IN CIONFORM4NC£ N77H!REi':M AIEN5A77ONS OF Q• �0 m48 4WJV _ fee 167 THE PRELIM/NARY SO/LS INVEN=4170N BY GE-0S011-S, INC f7 72/7f f67 W.O. 1554. 1-SD D47FD 5-1-94 \_r 1.O' OR © 47 TWO sm7 OF INE RN& COMPACTION RrpoRr SHALL B£ SUBM/TIED TD THE LESS '`6 fe low, /.- ENGINEERING DEPARTMENT WHICH SHALL INCLUDE F0UMD4770N DES/GN RECOM- �{/�N QV' -6' M/N. MENDATIONS AND C£R77f7C4 nON INAr GRAD/NG HAS B££N DONE IN CONFORM- PAD EZEY. FPAD ANCE WITH THE RECOMMENDARONS OF THE PRELIMINARY SO/LS REPORT. EZEY. 41 ? el fN e� "---- -- 40 e? 10. 7WE CONMCMR SHALL NOnFY 7HE' CITY OF 1FMECULA ENGINEERING 12' M/N. -� a 2X M/N .r7 161 , I DEPARTMENT, TELEPHONE (909) 694-6411 AT LEi4ST 24 HOURS /N ADVAN�'£ '" 2 ev REQUES77NG f7N/SH LOT GRADE AND DRAINAGE /NSPECnON. 7t//S /NSPEC- r MIN. e . 1?� M/MIN -�d e9 ( e4 TION MUST BE APPROVED PR/OR TO BU/LD/NG PE1PM/T FINAL INSPECTION FOR 2X A//N. `u �s� EACH LOT. ,'Ar MIN) 2.-1 M4-Y 2A r A 11N. ' I 2/X A4[X. 2.1 AMX 21X MAX `H Ju 70 im ens 11. CUT SLOPES EOUAL M OR GREATER 1NAN 5' IN VE7MrAL MVHT AND ML 86 SLOPES EOUAL TO OR GREATER TMN 3 IN VER77C4L HEIGHT SHALL BE SECTION 'B—L9PLANTED W17H GRASS OR GROUND COVER M PROTECT THE SLOPE fROM �X/ST/NG I EROS/ON AND INSTABILITY IN ACCORDANCE #NTH ORDIAMNCE 457 PR/OR 70 N. T.S. Df'VEL OPZD INDEX MAP 1 I 7W APPROVAL OF 17NAL /NSPEC770N. V A/i'�A 200 12 DUST SHALL HE C�ON7ROLLED BY WATERING OR OTHER APPROVED A27H&DS / 1" = ' _ -__----,�j-------- ____ _�________ ' _ ►M� - 1J. f7N/SH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS rmmi/4" PER FOOT FOR A MINIMUM OF J FEET. L L �X/ST/NG 14 A REGISTERED CML ENGINEER SHALL ,AL/BM? CFR17f7C4*w OF Bt// aw PAD ELEVATIONS. WERE SPEChRC EZEVA7701VS ARE REOU/RED, THE EZEVA- �.V Of'M OPED 77ON (#777/ RESPECT 777 MEAN SEA LEVEL) SHALL 9£ GIVEN. /F AN EZEVA- QO ARE.A \ nON WITH RESPECT 70 Ab 44CEM GROUND SURFACE /S REQUIRED, THE AC7Z/AL 1 1 DISTANCE- ABOVE THE ADLIACENT GROUND SHALL BE GNEN. ��, I FLFV E�Ev 15. f POSION C047ROL: ALL GRADED SLOPES SMU BLS PLANTED M7TH AV-SEN ICE' PLANT AT 12 ON CENTERS OR 07NER APPROVED GROUND COMER. SLOPES OVER 15' IN VER77C4L HEIGHT, /N ADD177ON 7D GROUND COVER,, SHALL BE PLAN- 1 SHRUBS OR COMB/NA770N THERE-OF. SHRUBS� 2 APP , V2' SHALL BE PLANTED AT 10' ON CENTERS, TREES, 10' ON awrm,, commNA- k `T7-r TIONS, 15' ON C£NTFRS. SLOPES OVER 4' IN VERTICAL HE7GHT SHALL HAVE A A B k B LEGEND 49'-0' PERMANENT IRRIGAPON SYSMYS N7TH BACXnOW PREVENTION DEVICES' PER J8'O" UP.C. cH.4p7FR 10.R. DROP BETWEEN f7N/SHED nOORS 3o'-O' 16 ALL PROPER7Y CORNERS SHALL BE CE&W Y DEZhVFA7ED IN INE FIELD PRIOR 70 COMMENCEMENT OF ANY CON57RUCRON/6RAD/NG. FIRE HYDRANT b DNC. PAD 20' .5.L. � (-3,X-7) 17. APPROVAL OF THE3£ PLANS BY 7W CITY OR /75 ACEN75 DOES' AVr REZ/EVF �� STREET LIGHTTHE APPLICANT AND HIS ENGINEER FROM 7X-F RESPONSIBIL17Y FOR 1N£ COR— % E-�' a WA1FR SERNCE �- _� RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING C1ONSMUC77oN. UPON NC. PAO REQUEST, 71'/£ APPROPRIATE PLAN RE WS/ONS SHALL BE PROMPTL Y SUBMI77FD SEiYE'R SERNC£ --� �j �i .CXPAO (.3'XJ.BJ) 110 � rO THE C/TY ENGINEER FOR REWEW AND APPROVAL • CURB FACEY F S/DEWA ,n b CONC. PAD q BUILD/NG SETBACK LINE B.S.L. ' 1+ /-jPLANTYP/CAL LOT f7N/SHED FLOOR FF L°"'X "'� EARTHWORf(* OUANT/T/ESA\ FIN/SH GRAD/NG � f7N/SHED GRADE F.G. 1 P� 2 C. A40(JX3PLAN 3 (P�j NO SCALE cur 260CUBIC rARDs FIN/SH SURFACE F.S. A47 fZOW LINE FL- RLL 860 CUBIC YARDS CONC. PADS CONC. PAD CONC. PAD COAIC. PAD NO7E: THE ABOPF LISTED GIl•44NTi► Y REFIT 7AF FA MlJ12�Z7P'S 7 1. SEI 70N A A APPLIES WHEN INE' D/FFERENC£ /N GARAGE FLOOR G.F. (J•r7J A C RAO A A4 (JX5) £S77%R7F OF 7HE AC7U& WLUMES OF M47T AL To BE CUT AND PAD ZZEVA77ONS EXCEEDS 1.0' (JX,Jr) (J'XJ) FILLED. THESE OIIAN7777EN ARE FOR E3S77M477NG AND BOND/NG 2 SECTION "B-B' APPLIES WHEN 7HE DIFFERENCE— /N PAD HIGH POINT H.P. PURPOSES ONLY 7W C ONTIUC70R /S RESPONSIBLE FOR 0003/ AV ELEVA77ONS IS 1.0' OR LESS AND 71yE EXTRA DEPTH OF /SRT ,,,,,, HOUSE FOOTPR/NTS HIS OWN oL AwmEs FOR cDNTRACr PURPOSES: SHR/NKAGE, F0017NG /S SHOWN ON THE GRADING AND S77PUCIURAL PLANS. SUBSIDENCE, AND ANY REMOVALS ARE BASED ON RaD D4TA 06rAWM DEPTH OF fVO171VG IS SHOWN ON 7HE GRAD/NG PLANS. • = 20, FROM THE SOILS ENG/NEZW, AND ACTUAL REW C1OND/TIONS DURING VA PAD EZE770N P.£. CON57RUC770N A64 VARY. J. /N NO CASE" SHALL 7NE SWAL£ FZOWLINE SE LOWER THAN 7HE BOTTOM of FoonNc wr7HiN 5' FROM THE BUILDING LINE. PURL/C UTILITY £ASEiNENT P U E C O/VSTiQUC T/ON NOTES & UAN T/TIES - SOIL S ENG/NEER 4. PRONOE 5' WIDE BY 1' HIGH SEAM OR £QUNALENT ALONG TOP OF CURB T.C. Q BENCHMARK DESCRIPTION SEWER RACKFL OW ARf VfN/FRS f 771£ IUP OF ALL f7LL SLOPES OVER 5' HIGH. { TOP OF GRA 7F T.G. O CONSTRUCT RETAIN/NG WALL PER Df TAIL 1, SHEET 48 L.F. ELEVA7701V• 1052.514 4W7E' 9-1.J-82 GEO-SOILS, INC. I 07 WH/CH WKL REOUIRE /NSTALL.A77ON OF SAN/TARY S£N£R BACJMOW 2OCONSTRUCT RETAINING WALL PER DETAIL 2, SHEET 84 1.E RIVERSIDE COUNTY DES/GNA770N.- T-2-81 STAMPED ON 2 & 1/1' BRASS 5751 PALMIER WAY, ID PREWN77ON VAL MES BASED AV CWPAR/SOW OF 174E PROPOSED F7NI-DYED TOP OF WALL r.W. DISK IN CONCRETE CYUND£R. J.4 M/LES' SOUTHEASTERN ON HWY. 79 FROM CARLSAAD, C4 92008 f OOR EZEYA 770WS 70 7XF- UP-S7REAM MANHOLE RYM EZ£VA 77 NS, AS O REMOVE AND REPLACE EXISTING CURB AND GU777R THE /NIERSEC770N OF MAIN STREET AND FRONT S7REFT /N TEMECULA. AT (619) 4.J8-J155 7NEY ARE -WO;W BY IRE S£NER PLANS ARF LISTED AS FOLLOWS• LWERENED FOOTING -----dM AS DIRECTED IN f7ELD BY C/TY INSPECTOR N.A. SOU7HKST CORNER OF 7W /NZENSEC770N ON HWY. 79 AND MARGARITA (DEPTH AS NOTED) ROAD. 109' SOUTH OF THE S7REFT CENIFR UNE OF HWY. 79 AT 7N£ LOT NOS` 46, 62, 6.J, 64, 71, 72, 80, 8Z = 84, 84 Q 4 AvSrAcL a•' PVC• ORAhv/ euPB COWS �R CitY 3 E,4. NOR7H AST fFNCE' CORNER OF 6' CHAIN LINK fFNCE AROUND WELL S/TE: SLOPE --Y_- - O 9 SOU1N AND ? EAST OF NORTHEAST fFNC£ CORNER. OWNER/DEVEL OPER 160, 161, 162, 16J; 172, 17J, t 174 STANG> OJ (S�1ARAr� �RwljrS, . DIRECTION OF DRAINAGE — — ; Underground Service Alert RETAIN/NG WALL VAN L34EZ£ DEVELOPMENT CORP. CAU e=-FORE YOU ora 2900 A64A/S STREET, SU/TF C-25 L D 96 - 032 GR EXIS77NG WALL RIVERSIDE, C4 92504 - Ci CAU.-TOLL FREE (909) J54-2921 1 -800 � _ . LAND DEVELOPMENT +f 422-4133 CONSULTANTS U CIVIL ENGINEERING LAND SURVEYING LAND PLANNING TWO WORKING OAY3 SORE YOU OIC [\DW0\2S132\-3PCI.DM 2-5-96] 3730 NELSON ST.,STE. 8. RIVERSIDE. CA 92506 (909) 684-9615 CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MAR - L)esined By brawn b l hecked Es DrawingNo. SCALE QRpFESs/0�'fl J.E.M. F.I. S.J.S. RECOMMENDED BY: DATE: G-CI-� F i N00 STOOP ON PIAN 3 (3 CAR) -LOT -38 3- E- MOL �y CITY OF TEM EC U LA DEPARTMENT OF PUBLIC WORKS Contractor 7-1, 79-8/,/b*A&6, /6-7-/09 Horizontal h4, .� �� e► Plans Prepared Under The Supervision Of Ran s; �,;. — f �,�f � � � Z ACCEPTED BY: DATEj,lI-�� PREGISE GRADING PLAN (SEE SHE 1) AS SHOWN ''' N0' �'� "' STEVEN CRESSWELL Inspector �IxD LdT/V f"OWL DEf A6477 0 ,b�X. oc E* �30-9e ®,eErseoAWo„/r-Y,4,e,� Lfee,,� r-WAY 2-� �,2.�,� Vertical # �* Date —� r� PRINCIPAL ENGINEER, FOR CITY ENGINEER TRACT NO. 23267-3 CORNERSTONE" CIV1�- �� JAMES E. MULLINS Date Completed o �L eEV/SED P44V Of-, �Ar&V- SyrS 3,- 5� r E OF C E� LOTS 33-86 & 159-194 c 6 4401540 &W DE5/ ,Wr2V - �'r 5 j2 R.C.E. No. 33365 Expires 6-30-98 R.C.E. No. 47100 Expires 12 31-22 Sheet 1 of 7 i | ; | O 5 10 15 20 40 BO 80 Z=9 S4• - SCALE 1=20 _ 4.5.9 [ 584• _ 7466-7 26 F.C. 46.7 fS �4 _ 9-WALL _ RErA1N►NG 66 57 V (46-.9) - SnNG °' f� ka 45.S �" b V1 • 56' F,C. 45.7 0 46.3 54• F.G.-G B. f:G-GB. F. -G.B. 46.7 t.45.5 ¢5.5 I C F.G 11• (45.20) 45 2 F G'"G 9 ' 45.0 pf SCS 7 45 6 ° 46.0 46 P F L. . 45.1 Ar p 4S.f FL. 45.7 FL. H.P, 44.6 -- 0. 12' FG L�S1.4�' 44.6 44.6 L=S1.5.T 44.6 45. FL fS..J FL F.L. 461 ti F G FG 74*8 L=46.6.3' +-89 44.9 ¢4.6 H 44 9 ❑ FL. ❑ FL �/ 44.8 0 44.5 HP F.L. ¢•7 ❑ FL F.G. # g 44, G 9• F.L.FL FT I ► L I f i LAN .7C L 1 G LAN 2B PLAN g 1 bo 6 44.6 4 3 ' ¢ I F.F.= 1 '� o = I FG.-G B• . 44.2 H.P FL LO 46 L 3 ® i .£.= 4 y i .£.= 5 •_ _ P. •= 1 I 44.1 G•B• - FL P 1C tnt FF= 5 ' 45.2 FG•" 44.3 ¢40 Q fFs os p s 44.6 4 F.L. 456 43.9 G 9H.P• F.'. PEs 4 = I F.L. 45. 44.9 45.70 F.L. - F G 4,59000�, 43.9 5 f 4.6 F.L. 4�9 45.2 46. O f ,s 1 P. 43.6 F L• 0 F.L. F.L. F 45.6 457 43.5 H FL• t �L ¢ 9 44.4 , 15t' = L. F.L. F.L. 5 7� 1 HP. 434 .F•: FL- - 433 FL t LO o, : 44.6 t 44.Z 1 = L• - °' l 5 ° 1 v F F. 44.0 44.0 0 - - � �, 1� o - - -L-. o 0 43 0, ¢¢'30 � 7, F L• i G.F 45.5 , �+ �+►� '�+►,1 ® � 41 p� 3g X v ti t � 8 7 43.8 7 6 s � t1Z1 fir• �♦► LO 1 1 85 ¢¢ - LMr ¢4, 5 P• s 43.5 4- 90 b ;, �,�► , P U p 4 5 ® , i 1 ' 0 4 3.1 43 `� ti 4 i �`� i 3 kk�G• i 3 k�G. i 7�b�.434 4 F L' 4- '� 4 t< G• '�• k 5 7' g e i L 1 F v �► 4, _ 4 3 ; _ _ _ LAMM 9 T, �L I _ � \ 0 �� � •� 1 4Z.80 L � � `J - � - _ �- - ny _ ZO B'S Le \ to sr?99 t i - - p�►cir G1�CAU 1 1 I 1 �� I ` C � � I u+ -J 3 T• 1 _ CONSTRUCTION NOTES (ryp EMO 1I ND Rf FLA ICE- EAXSANG t^ 1 I O D/RECTFDA/N f7£LD BY arY/Nsrf-c cR AND !�'/T7�7P AS 1 � S r I 11 ?2 1 1 b I 4 /415•T,,LL J"PKC. SCAbI COMC CORC PER C/rY 97iM/I5 6' CSEPARAT6 PERMIT$) ,IQ ErIs77NG wALL lC l g F L' 4 �- Nz, 1 G. � � �Nvoo 4. 6'f # 27 F.G. 4 '4 5 F.L. 9 F =��• "3. P•U'E ® : 20' B. .43.1 5 L• ���1��,=1i� 4.3.6 F F.L. ti ¢, .4 ¢3 ' LO 1 \ F G• s fAR \ 43 1 0 1 F L P . 42.8 5 FL. 43 1 f5tt FFA ¢ \ F L. i E s \ I e o L OCA 77AVVS WOMN FAR FXS77)VG S9" u 7FRALS ���I F.L. S 7'f L P• AND WA7FR SIRNGES• HAW 8f EN SYOM�V PER 4,3.30 F \ ! 1 -4' ! ! f7EZ0 09SDPVA PON 6F STAMPS IN 7HE CURB FACLr NHERE 77VEY£x/sr, AND MHER£ 7HE srAMPs NEW p +• ' P •s ' ' 1 _ =III=111=III Nor f M£IPE °USSED AS A APPRo GtIlDEz/`N£ (�/DRPLANs � PUNS 1 F F +• �I lil (fl�ll �l= = - DETAIL, AND RfW LOCA 7ON MERE FOUND 7U D/FFFR . 3 P• •' 43 9 44'Z 1 G G PR/OR rO SE-0NN/NG CONSTRUQ'OW #W10Y MWLD R£L Y _ CA'V7RAC7VW _W0tX0 REC01I L J F a l 43 5 1 43.8 F L'� 44.1 F L l � A'V LOCA 110NS .5J'10WN, p •s F L• F.L.43 6F L• ` U , vJ ACTUAL SERI 7G 1�7P/FY LOCA 77aV. Q w" .. ►. 43-3 g N P. g 1 N P DETA/L 2 J Q F L o -414-5"G B. 44.8 B• 0.00. 2'-A DETA/L 1 ?=r 43 2 g 43. F G F G. "G. 5 , N.7.S. N.T.S. .. FL• g, N P• 1 0 43. F 50.00 H-P• 43.9 - N07E WALL DETAILS ARE S�M7V ON TMS PLAN fOR PURPOSES F G "G•9• 50• OF HORIZONTAL AND IIII G IL POS1770AMG ONLY. WALLS ARE 70 BE CONS7RUC= BY SEPAR47F PERM? (SET S77?UC7UR4L C&CUu77046 50-00 _- fZ)R DETAILED 014fENSIONS, A947FRAL SPECF7G4770NS, E72C.) LD96-006GR LAND DEVELOPMENT CONSULTANTS MAL ENIMNEEtING LAND SURVEYMG LAND PLAHMNO [NP"9\Dm3F\-X'I 2-31 3730 NELSON STM B. RIVERSIDE. CA 92508 (909) 8184-8615 CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH K _- Designed B Drown B Checked B SCALE ?V-L roN4` J.E.M. F.I. S.J.S. RECOMMENDED BY:s�I _ DATE: e-�,-�_ CITY OF TEMECULA DEPARTMENT OF PUBUC WORKS browing No. �a S E• MG Controctor HerFzor,tol 4,� �' [Gy c► Plans Prepared Under The Supervision Of � Ne w ACCEPTED BY:�y ��ysv _ DATE:2-?2-jt In"�� b,,� l ,PE✓/SEO PLM(L S/G,✓AT�O�!-LOT. 43 Q, �' T 1) AS SHOWN E* �, STEVEN4. CRESSWELL PRECISE GRADING PLAN ,2 F +',SEO �aVrr•�eooiP•�w• .1CL Ors va�eoi ♦c `* - �' Date 2-�'�� PRINCIPAL ENGINEER. FOR CRY ENGINEER TRACT NO. 23267-3 " CORNERSTONC' Date Completed •f i:eVMD [Ar 186 t~WOM OcsrAiVA77M E crVti� o�� JAMES E. MUWNS _� of C►►��E R.C.E. No. 33365 Expires 6-30-98 .C.L No. 47180 Expims: 12_31_99 LOTS 33-86 & 159-194 Sheet 3 of 7 O 5 10 15 20 40 60 80 LAZE 1-=20' L_50.01' (48.9 48.9 ,G. L_50.0.3' �48- 4G. U I L=5 0.06 e N 48. v 48.3 G. LL L 50 0 47 ►v FG G.B ¢ G RETAINING 47.9 G �. 4B. H P. 48. 1 �1S17N L,54.63 .0 F.L. 47 N 48 �. FG.-G v 4 1 ,54.61 G 48. 1 L- 47 `•° FG - 47.8 75 47.7 H.P. 7 r 473 FG 478 474 HP. 7. FL L e L,54.65' w FG -G-B- F.L. ❑ P 120 1 47 a .5 �7 5 47.2 ❑ F F s 1049. 7 '1 47 0 F G. mo F G -G• H.P. = 1048' 1 47.2 4A 4 .8 H.P. 46.9 F�1 � LOT 5 1 6.9 FG.-G.B. 46.9 46 6 F FL' LO X F. 10�0 1 s 1 7 4 F G. �-G B• 46.5 H P F L. PLAN 1048.60 5 1 46.3 F L. LOT P E 1048 1 os 47.5 FL ❑ LOT 1 1 FL 1048. 0 5 6 +. 4 47-5 FL. 462 L PLAN 1048' 0 5' P E a 1047 8 �7. 0 47..3 F.L• F G. _ F LO 1 F 1047 5 F L. 48- 1 Ar p. 47.0 4 70 0, 4 S.L- o0 LOT 1�2 FF s10471 N G D 15 7 O FL• 473 GF:48.40 0 9. k P P• 46.9 F 4 F.L•_ F F s 46. 6.4 1 46'7 47-0 s ��4q ® v cin - s 4 4 G. P E F.L. F.L F G 5 46.6 F. FL 46.4 4680 �+ 478 - 46 3 F 46 1 ¢ .7 F L• 4 - .© Ln � g F L• 46. 1 � o, +► 45 FL. f 47-2 F G. N �� \` o,to 1 NOTE F 1 L 46 .30 F 6 50. _ _ 1 g ori neo' - - 1 kA�G �I LOC477ONS SHOWN FOR EX/STING SEWER LATERALS 45 7 �- 1a4 _ 1 AND WATER SERV/CES HAVE BEEN SHOWN PER Z f7ErD ORSERVA77ON OF STAMPS /N THE CURB FACE �rWHERE THEY EX/ST, AND WHERE THE STAMPS WERE NOT FOUND, TN£ APPROIED SEWER AND WATER PLANS \ �► ��� T�� 1 �� 1 1 � � 1 - 1 � �A/ USED AND f7 A GU/DEUNE (SA/D PLANS LACK 5.L• r•, 1 �- 1.. SEy�' �; 4 £LD LOC477ON WERE FOUND TO D/fFER�. 0 6 1 i tri�� ; - pt/ST1/V�' � -I,p PR/OR TO BEG/NN/NG CONSTRUC/ON WH/CH WOULD RELY (A MW 1. G (11 ON L OC477ONS SHOWN, CON7R4 CTOR SHOULD RECOVER - �' �' ACTUAL SERVICES' TO VERIFY LOCA7701V 1 i /G �Ikb- 1UV 1 U1o+i�°' /-20. B.SL- G.F=48• 7 � g r'X16tq T 1 FG• 476 5 Ln p' �O 48 F L. 1 47. / J►'��� 1 �, �'n ,l =48.27 47 8 FG' 47..3 �- R1 / �1 � / kh•,�G• _ � >/ a 2p B.S.L. G,F O 6' � F.L. f0`f 1 f 147.6 F G• F L 47 J 47 * 1 JL cn ® $ oo ;=4 47 1 F.L. L 1 8 46.6 v 03 = _4 40 46.3 FL FL $ L 1 9 $ FFa 6.3 F�4.5' 46.6 47 9.5tt $ P CR 46.5 �k F L. L• t 1 F F Q 4 v, F G F o i 46.0 - 114 46•0 F L• LO 181 • b 70 F L• Z � PLAN ?AR � LO 1 0 ; 18� ❑ 0 �•4 F L. G.F�46 LO 18 o FF 4 . 1 R 47 8 PLAN 47.7 F L. F.L. H P ,Z p' B 5'L 45 6 F 1 4 1 47 0 P E F F F L 7 F L' OT 183 w p a 4 FL. P•E s H P• I 1 L X 6• F�. 4 47. 1 48. 47.6 46 � F 8 17L #7.5 o F �� L F G' c, P•F a 46.7 F.L. F L. Ilk. 5D 9.5 F L- 5.3 00 47 4 44 47.9 5 FG•- HP FL. 47 4 47. 1 H P 53.00' c LO IG 46.4 F G.-G.B. H.P. 51.46' , 4 - EXIS77NG WALL F E� 046' D F L g 52. 15' CONSTRUCTION NOTES 1 46 46 Z F�•-G'BHP F. 49 OZ ' O REMOVE AND REPLACE EX/S77NG CURB AND GUTTER AS 46.1 o DIRECTED /N f7ELD BY C/IY /NSPECTt�R � F L - � .. 46.5 H48. LD96-006GR LAND DEVELOPMENT CONSULTANTS CIVIL ENGINEERING LAND SURVEYING LAND PLANNING [\DWG\95139\-3PC4.DwC 2-3-96] 3730 NELSON ST.,STE. B, RIVERSIDE, CA 92506 (909) 684-9615 CONSTRUCTION RECORD DATE BY REVISIONS DATE CCID BENCH MARK Designed b Drawn b Checked by RECOMMENDED BYjV DATE: Z- Ca F,Pavr-rbPo 094AVA&E 4ZI LOrs -e SSE o E. M �� J.E.M. F.I. S.J.S. rowing o. g �� �S 0L �y �?-- CITY 0 F TEM EC U LA DEPARTMENT OF PUBUC WORKS Contractor �o//9G �L 5 ✓/JED P1.9�/S Lors 5¢,&i /83, P, /84- q� Horizontal �4, .� �i Plans Prepared Under The Supervision Of (SEE SHEET 1� AS SHOWN W No. 33365 '^ ACCEPTED BY: DATE:,? PRECISE GRADING PLAN 6-3&-98 9- __ ''o Date �-6 ��6 PRINCIPAL ENGINEER, CRY ENGINEER TRACT NO. 23267-3 " CORNERSTONE' tnapectorSTEVEN W. Vertical * �r JAMES E. MULUNS Date Completed l'lf of 1 c`E � LOTS 33-86 & 159- 194 R.C.E. No. 33365 Expires 6-30-98 R.C.E. No. 47180 Expires: 12-31-99 Sheet 4 of 7 mmommmmmmmmmmmmmmmmmmmmo L,50.01' (51.8) Ls 14.23' 5151.88)) 50-001 35.77' (51.0) F G. ,. 51.0) N (50.5 \ (50.5) v �' INING WALL 50.00' (50.46 v EX1 17NG BETA (50.4) 51.5 50.00' (50. 1 � G. F G-G B' O 5 10 15 20 40 60 80 , 51.Z (50. 1 7r�95 0.00' ( 9.B) 0.8 50.8 NP•N FG-G B. f- FL SCALE 1'-20•-- (49.8J 50.00 (49.SJ �-�� 0. P. FL Q 7 Q N v ! 49.2) a 50.1 La47. 12' ( SO.J FL. LOT r G. F.G?49Q. G� .G �i 75HZ� 00p50.2 1 5 P. 49::7.8 P E 1 51.5 w FG -G FL. F.L. 49.9 49.9 0 INA 49.3 FG-GB• HP 49'6 1 I V G.B 49.6 F L. = 5 1 # F G F G-GB. 49.6 49 3 49.5 ® F = 1050• 5 I y.P. 49.0 L• I CONSTRUCPON NOTES v .6 HP 7 r .9 HP 49.0 49'Z LO ' , 1 48 F 48 F.L. F.L. P 0 4 F L F.L. • ... to 0• : 1 5 .5 F L. 0 I ,3 REMOVE AND REPLACE EX/S77NG CURB AND GUTTER AS 49.0 ❑ E= 1050. 15� • : 10 D. 0 50.9 F.G 6 FL. D/RECIFO /N f7EL0 BY C/TY INSPECTOR F.G.-G.B. L T 7' 51.50 _ �8.7 48.4 1 P•Fs 1050.40 �i .7 49.6 t O SAN0.4R115 PY,C• OR.1M/ P M e e'oRE PSP C111' H P LOT , f low1 F.L. 1 L B P E= 1049.9 ►e ` F L. F 1 48.3 PLAN 4 .g0 � 10 1 (s�AKiP.e� P� rs� .L. 3 F: f 050. � 49. F3 50.? f G G.F=50.80 50. F G � • 1 PEs 1049• = 1049 6 5 F L. 1 14.5 49 0 49.1 49 f F:50,JO 1 CIT 9 ® 5 49..7 8 .1 O F L. F G. o -1. 4B' �4� GF=50.? _ 0. _ 1 c FL FL- f� 7 F +� LAtih + 1 12.50' = 1049• 48.8 G.F,49.90 ��►'O - 48 7p F S , 49.6 0 # 1� '+ 1 7 F L. 0 120, BSL. v, f G ��, �26 1 q. �• i R1 --�, 48. 47.7 48• �'S 4 =4 e� e 1 '� k �• i 4 F L 4 F G F.L" F L• G.F. 9 O P. v a ?I '� ® 1 ►� F G 48 8 x49.30 L1E + 1 k9 G 47.94 F 4 + 9 1 1 r ' � 1 1 k �• 1 � 1 � 1 � ��• 1 � -- + r � 1 fo ' 1 1 k� 1 ► - i - 1'tG• 1 1 1 T- 1' G• 1 -gyp- _ 1 1 1 r SEryER�j _ 1 Un ► p!1S11NL ) Ik SD.O �� 50 3 6• I -,47E� •�G• + ooc+� po F GG.,&=50.60 5 F G L 8 /7.- I NO ,�0 1 ��♦. ® �o �.,� 49.5 49.8 f I �. G '+ c� .< F L• L• .L. 50.48 LOCA 170NS S7�/ON1V FOI? EXISTING SL�NER LA 1f7PALS k '�. + t� 9 S-L• F I + _ / 49.4 F 20 49.3 AND WA TER .SER�IC.tS HA W BEEN 9YONN PER .{, �v F.L• FIELD 08SERVA770N OF STAMPS /N TH£ CVRB FACE + v. /,is ti / 0 49 8 9.5� g I NHEIPE 7HEY EXIST, AND #H/ERE 7N£ STAMPS NER£ �� 48•g G.F.a50 f G 10 O 171 g I NOT FOUND, 715rE APPROVED .SENE7P AND WA TFR PLANS G :4 F.L. 48.9 49.3 L 1 B�' - I $ERE USED AS A GVIDEUNE (SA/D PLANS LA air o0 49 F C* 48.6 5 FL• FL' 1 1 X p 051• I DETAI4 AND REW LOCA 77ON HERE FOUMO 70 DIMER). 48.7F L• F E s PR/OR TO B£GYNN/NG COWS7RUQ'0N NH/QY Nt7ULD REL Y ON LOCA7701VS -WOWV, CONTRACTOR SHOULD RECOWN" _ FL• 9 5� ' : ACTUAL SERVICES TO WR/FY LOCA770N. 148.8 48.Z 6 + 0 1 $ 1 GF=49. 17 FG FL• _ g 1 ® i 48 3 4 5 .5 T 1 4 8 F ' 4 `---- 1 FG 47 8 F L. 48 2 48 1 g LO s ► 7 .S ` , P 50.0 0.4 1 FL. 4 6 F. - FF: i ❑ FL 3 50 7 F.L. g L 17 P• •s ► ► 49.9 50..3 0 N P g L 1 1 C F L• H.P. -� `• t Ff= 4 t 49.96 f FG,-GB. 1 4 FFa P.E: 49.4 g.7 FL• 50. G.B. 5J-0 0• 1 `� L 1 •f FL. 4 o F - V PLAN R l 17� 4- 49.7 F L 50.1 5'7 00 F.F 104-9•0 F N P. 50.3 p.Ea 48.7 49.2 FG-GB HP00, �'6 49.0 F L. 49.1 o F L 50.D 53 ® F.L• HP FL. J 49.5 F.G-GB 5300' 10.5 48.5 49.7 H P. 48.3 48.7 -)FL. F G G B. F.G-GB 53 00 Ham ' ._. , ��- 5300 53.00' LD96-006GR LAND DEVELOPMENT CONSULTANTS CIVIL ENGINEERING LAND SURVEYING LAND PLANNING *-&-1 3730 NELSON SL.s1E. k RIVERSIDE, CA 92504 (909) 684-9615 CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK - Designed B Drawn B Checked e SCALE ��OFfss1GH4` -- -- RECOMMENDED BY: DATE: a-01-916 CITY OF TEM ECU LA DEPARTMENT OF PUB CWORKSDrawing No. /z/Qo REV1sEO IWOvr YACp A1?,4hV,4, 6 ALL LOTS F- O E• MU J.E.M. F.I. S.J.S. - - U Conlrvetor %/q t &-V m0 PU,A(S , LOTS.'Gd.64(ib,171,172, Horizontal ZN Plans Prepared Under I he Supervision Of , , ACCEPTED BY _ DATES-�1 4ewl5o AMA- Zer Q PRECISE GRADING PLAN (SSE .57V£FT 1� AS SHOWN / ��� * � �� ! ___ �• Dote _ �-�7 -96 PRINCIPAL ENGINEERS FOR CRY ENGINEER - D� �� V'�e°I �E oFl C A`�o�� JAMES E. M U W NS TRACT NO. 23267 3 CORNERSTONr` R.C.E. No. 33365 Ezplres 6-30-98 R.C.E. No. 47180 Explre,: 12-31-99 LOTS 33-86 & 159-194 Sheet 5 of 7 MA 1 GHZ-AV - SL BE L OI�V 1�\ L 76 1 N I - _ - - - £J�S77NG RETA/N/NG WALL L X71,0?' 1 - - - - - - - (6S? \ 0 0 S 10 15 ZO 40 60 BO °p SCALE 1-ZO' L--63-97' 114 1 L=50.04' 34.J -J / - I 1 55.2 40 i \ Y Z \ 2 zo 000 Ole w - I \ .� ' 63�I Lp�• � I r l � Vie-? � l� cB �\ � 6 j •%+ 6' / ,i'�, \ I 50 �/` 2.5G I ► ��� I �•s : / e• / >' ` // \ � >s6 AF INSTALLED WITH MODEZ HOME mss. 63 I C,del \ 7 ,, �'' �1 -, \ COASMIC770N (PER L096-00 1 GRA N s / .o'`•-+, s�Q ,/ `\ / ` 'p ' , ------- 6, ------ o ti` W 1 I by O O �� Alai. e / •.o s dP ' l•� �Tr- sem ,? s, c // 6g000, 'S Y��' i �'5 k4 ► �� h�`hry h / \ `/ 0 •c. ,,Z a r•.o s 1 ---�- r— — ' S3' G• �o h' / c , 0• N`J A Q - —�-- - - - - - SEWER LATERAL 5 6Z \ / 3r� b / 7,<r -�_ --------- 111. ---- 05X-4'/-- 1 • _ °) _ _ I ` \ 5 G i . .�� / / �' • 0 , i -r-I - - - --- 4 --G------ --4--------- p.� G. G -•�-- 5 i 5 5• '� / INV. • G• v � � h c I �9 ,�G- g .\• 5 �• � 52'Z � � ` � , E 5• 610 �• t• � � � I I I\ `" � I G ` i • 6 Z 66 �o I £X/SCRE7F TO BE REA/OI�FD o { G• �' I ; ` d• REPLAC BY.DRAFWAY (TYP.) I 1. gory gory b r� to *%b I � 5j.00' _ r _ - _ _ 55 92L 21.16• / \��` 6Z'664 • T c v �'s, /� J� - N -7�= 8 - 1 G• j � / `. 61� � bk � 11bV I � h I k < (4o y S4.4f T.W. \ s ?? Tc ,3 �`r e.• o I 32.9 h $ X \ c. ��` 1• �-�' /�� IN I �— _ G; - \ s Q• - .� ss'`',��, �•Q� __ �� I G.F. S 1.70 I G.F.-5..50 F.L. 52.5 F.L. , - a' �C' / \ \ / `'' `rte► `` iii,`/ ` % O I 50.7 s0.6 .5Y 5J J FG. F.L. F.L. dd r w A00N. S6 \ b �4 -EXIS77NG CONCRETE 517 I imi5 1 Z ss + / rC 5 `� WALWWAY Tn BE RE�NO�� e--T572 FS. 6 56. g, Lor IIzor ha, \ , \ \ 1R - ------------- FF- --- -------1FF- 1 ----- � lIi S, I 52.9 , I .� F 10 , ti i / f.L• ?g p •1rb ' I I FL. I 'i �• tr �` 6p.5• G. �; \ � f� X06 i 3 ; I I / i, '��\ \ • �k \ ` �,. OrsAO OSE R6WOpEV t�uG I 52.8 a+ -- FG , f , --� I F.L. SJ.? G / � � \ \ 5' \• N I I 51.1 51.2 H.F. \ R• \ \ F.L. F.L. I 5.3 5 I F� 1 �� / 8 \ 1 �. F R• \ \ I ss Q• \ loo s>S I F - I f.c ti H. P. ` I I / G ►'`- `► �\ \ a, \ `� 6,4. \ \ 5,T DO' 55.1?' �p �� ..� \ \ `\ c f�• � \ i� i !OLX \ \ \ \ ' 64 F•c• 1'�— CONSTRUCTION NOTFS \ F'S' \ �`� ��` _ r --------- O1 CONSTRUCT RfTA/N/NG WALL PER LafTA/Y 1 .S�£FT LOCA77ONS -9YOiHV FOR EVS77NG S£if£R LATERALS ,(/ a, •'�, �., c � p� \ \ � � \ /�•' -.V% � I AND WA AF?? SERVICES HA VE 9EFW S�10WN PER / \ T v ' \' --�\ �p°� G• o \ t\i I OZ CY.Wsmucr RL�TA/N/NG WALL PER DrETA/L Z SWT T f7EW 08SERVA 77ON OF STAMPS IN 7W CURS FACE a s, // �- c �' ��� �\ \ \ Z4� NHERE 7NEY EXIST, ANO NHERPE 7HE STAMPS MER£ ? � + 1. 69• O REMOVE AND REPLACE EX/SWC MRS AND GV77ER AS NOT FOUND, THE APPROVED SEN£R AND WA MR PLA S �`�- /' a, Q \ \ \ \ - 1Z• , 1 DIRECTED IN fYW BY aTY INSPECTOR NEVE USFD AS A GU/DE7JNE (SAID PLANS LAa( / •� '� + ,J!i'S\ " q _ I D£TA/L, AND R aD L OCA 77ON WERE FOUND I?7 PR/OR TO BEGINNING CONSIRUC/ON WH/GH #tVULO R Y OW LOCA PONS SHOWN, COA(MACTOR -WOULD RECO R \ \ _�� \ / v� v >----- --- -- ACMAL S£Rl4CES 70 VER/FY LOCA 170N. � c / �' \\ •r ---- i� \ \\ 3 �� � � f J f� LD 96 - 32 Gf7 I \ \ f•S• $ _I� v \ 30.E 1 1 1 LAND 13EVELOPMENT CONSULTANTS1 MATCHL/NE 'SEE ABOVE `� I ` 1 _ - 4 SEE SHEET 7CIP CIVIL ENGINEERING LAND SURVEYING LAID PLANNING 2-}w) 3730 NELSON ST-,STE- S. RIVERSIDE, CA 92506 (909) 684-9615 CONSTRUCTION RECORD DATE BY REVISIONS DATE C•p BENCH MARK Designed Hy Drawn By Checked B SCALE QUOOHRECOMMENDED 9Y: DATE: a-u-� CITY OF TEM EC U LA DEPARTMENT OF PUEIUC WORKS Drawing No. tiEVlSEO SIDORLOTS 7J.E.M.J .3 79 IC 169 �p S , M0 EMF.I. .J.S. Centroetor /2/4G ell REY/SED 1riPON7-YAWM4W46,F ZOM67-73,77,78/ �,�- Nortzorrtal ��v �Gy=� Plans Prepared Under The Supervision Of f7 L.17rs 10764-0.? 2 �2 I� N m ACCEPTED �: °A��Z-Z=-?Id PRECISE GRADING PLAN kap�etor (SEE SJ'1 T 1) AS SHOWN : 4• G-X411 - _� W- CRESSWELL Vemo� \r Dote PRINCIPAL ENGINEER, FOR CT1Y ENGINEER TRACT N 0. 23267-3 "C O R N ER STO N r' r Ci V JAMES E. MULLINS Dari. 'lE OF cr►��E� R.C.E. No. 33365 Expires 6-30-98 C.E. No. 47180 Exores, 12-31->i9 LOTS 33-86 & 159- 194 Sheet 6 of 7 88. 1?' 1 80. 11' Y 6,3.00' ___6).00' r- ----63.00'_- - - - - - - �Dr2'- - - - \ � Y "*�AAPROA-W47F LOCATION OF EX/STING DR4/N I I I i APFwox 7F- LAGTION I \ I 1 \\ // 1 •. \\ � i (PROIFCT /N PLACE) 1 `-____ __�_ I , ROTEOF /CT�N PLACES I � I \\ I g 3 I \ I O S 10 15?O 40 60 d0 98.2 •7 B I FG-G.9. I �� --L------- -�-� FG.-G.8. IG-G O.J4 L HP r--� -L� SCALE 1'--20. • � 1 1 9.2.4 I 97 --� i H.P --� I d6.6 ��� _ I F.G.-G.B _ yp ' I 1 .4 I 81.5 1 -GB. �- q 97.5 97.6 i �TIOV01, � I F.G. 1 G.-G. . 11 H.P. 1 I F.L. F.L. 03.1 I 0&7 FGaGs ...�'"jam 1 -��-•- I-� � yP 918 I F.L. I OB.6 F.L. H.P. 14 I 1 86 , 91.7 FL. 1 w I FL- 1 L. d--< CONSTRUCTION NOTES 8 .4 1 H.P. F.L. I I I g 80.9 F L 1 85.7 I 6.1 79 F L- F.L. F.L. I I d'SE 14.7 116.H : ( .F= 10 I I I F.L. CCW57RUCT RETA/N/NG WALL PER DETA/L 2, _9WTT Lor 80 Lor �P I .S4' •9• I)wdo' F= 1 - I I O REMO AND REPLAC- EX/S17NG GYJR14 AND GY1T7ElP AS P l P : 1082.3° d5.9 F= 108 I F.F.= 109?.90 j P. .=110.3 7 .=1109. D/RECTED /N f7EZ0 BY GYTY /NSPECTA�P P.Ea 1081.8 F.G. P.E.=1086.6 1 k 15.46' P. .=1 92.4 I i 08.7 do.o2Tf I �� : L - _ �� FG I 97.6? 0.0? 1.8 91..3 9 1O.T 1 � ' 02.6 I 08.2 FG ' FL. FG. '5' 0. 85.1 8193 F.S. 91.1 97.0 , FG. p .6 . 08.? FL• , I 14 8 ,1'75• F.L. s ( � F.L. FL I F.L. G.F.=0,3.70 F.L. = F.G. 14..3 I y�� ♦ F.L. 1p5f F.L. FC I a I I I \14.1- 1 F.L.16'+ I G.f.=91.73 I G.F. 97.70 , k I I F.L. ? _ � = 80.5 _ G.F.=85.9.3 - _ - - - - GF 14.90 1 ♦ 79 81.8b 20' B.S.L.- 1 -21 ' F L' G. es k I a Io� v I I ti ♦ F° h N 4Z; ♦ 8a5 79..35 1 y ( r' j h c.; �- 4i \ 1'> `? 4•' 00wml L t4k: � � o� \ kh I b ' ansnNG ` 1 kk �h ��o,�G• gti;�G' DRA/N 9e��. , OU7ZETS - NOTE LOCATION PER E.A/.W.D. y ? I CURB STAMPS D/fTER , ILj 61 � u �►' N OL9 e- k k � k ( � k _ I G.F.=09.50 I _ �•� GF=15.60 , 3 / v '• v ( , 61 F 0 G.F X85.7 I - 0 : i 98.0 G.F.-98.60 1 09.2 F.G. 08.9 I 14.4 � fd � 83 I 91.9 F.G G.F.-92.7 I FG. 11d' 14. 6 '`_)"00o, 85 6 I 97.5 , G.F.=04.67 08.7 F.L. 17'SE F.L. S�tJ l'"Llf ` w� o FL• _ 91.7 _ L. I ' ` FL i b �' / v► / f L. I 91.4 L F 0.3 9 OJ.4 I 1 -•••c 1 1tJ' -. 8e 5�( F L F.L. 1 97.5 98.D I F.G. --< I I r / � I--,' ZZ + >3 �- 92.27 I F.L. L--< 4L. I F G. Z ' \15.0I (^ / � G . 176 ' R£DU/RES I d f .80013 I F.L I I I STEP-UP , I , , T 1 �- 86.9 I I I g 1d5t 9.S � = 11 I �I NO/C.� O 16J II C I I .£.= I i v, I L 1 1 ; .F= 109 •? I •E= 9 '6 I H 1 4. I .E 11 1 ' , 1 �-,! LOCA 77CWS _WOW FOR EXISTING SnOER LATERALS AND WATER -WRK ISS HAW BEEN -WOW PER _ P I + RaD p -'Qr-RVA77ON Gig STAMPS /N 7HE GY/RS FACE 1 / ° QrJIR 5 P 1 1 1 018 I I � I WHERE 77V£Y EXIST, AND WHERE 7RE STAMPS MERE F L• R� ,UP 86• 1 1 •9 98.0 1 F.L. 1 1 ❑ I I NOT FOUND 115E AP V£D .S£NER AND WA lE1 P PLANS ,( . , F L. I I F.L. F.L. I 1 14.d 15.1 \ f•G- _ 165 FG- _ B6 0 �i 1 I � 0.3.9 I 09.5 I F.L. Ft. I Wf7PE U.5£D ASA GY//DEZ/NE (SA/D PLANS LApY F.L. 0 1 1 �- I F.L. 1 09.2 F L 1 i DETA/L. AND f7EZD L OCA 776W WERE FOUND 7th 0#7FR). PR/04 TO BEG'NN/NG CaVS7RUC/ON WH/GY�! #WLD REl Y • \ // F a 1 1 91.8 92'3 I PAS 98.3 I I F.L. I 15..3 I AW I-OCA77ONS SHOWN, CCW7RACrUff 9YOULD RECOPER �` \� 5 �• ••: 4 1 1 FL F.L. 1 FG-G H. I I b I H.P. ---c ACTUAL SLrRNCES l0 kR/FY LOCA770N. \ F., ; 86.5 L-� - r-� -� 0+2 �� �q� \ 6 -� H.P. I I H.P. H.P. I--- �` \ 71 a69 l 9z4 A I I rs6 I Y . . \ FL- � '� FG.-G•� I H H.P. i � i F.G-G I 10.0 I FG- I FG.-G.S. �� \\ 77.9 \ NP• \\ FaCB \ I /� . 166 \ LD 9fo - 032Q - R LAND DEVELOPMENT CONSULTANTS r CIVIL ENGINEERING LAND SURVEYING LAND PLANNING 1VwC\�39\-3/." 2-5--ml 3730 NELSON ST.,SIL B. RIVERSIDE. CA 92506 (909) 684-9615 CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK Designed B Drawn B Checked B oFESS/p Drawing No. SCALE Q� �'�� J.E.M. F.I. S.J.S. RECOMMENDED 9Y:� DATE: a-" CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ? REVISED STOOP-LOTS 80,B/ 164 165 �O S E• MU Contractor Hortzontal .4� � LGZy0 Plans Prepared Under The Supervision Of W r. - N qw ACCEPTED 8Y: DATE:Z^t=-ftPRECISE GRADING PLAN Inspector (SEE SYi/EET 1J AS SHOWN ac �, t- ` Date -(D -/!7 W. CRESSWEll v real # `r -- PRINCIPAL ENGINEER. FOR CITY ENGINEER TRACT NO. 23267-3 "C O R N ER STO N r Data CanplsR� �lE o`►C``fo�4• JAMES E. MULLINS R.C.E. No. 33365 Expires 6-30-98 C.E. No. 47180 Expires: 12-31-99 LOTS 33-86 dt 159-194 Sheet 7 of 7