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HomeMy WebLinkAboutLot 4, 5, 12-70, 76-79 Precise Grading GRAD/NG NOTES Sod°n° �I ay PROJECT LOCA TION 1. ALL GRMaW SHALL 64NFCJIPIII M THE` MV#V PM M//aVW C", CHAPTER M, ClTr OF 7FUECULA, CALIFORNIA Road AS AIMMMV BY ORD/MANCE 93-04 o„ 2. OVyII/UM M-M19 PAD AAA? A"6F SWALE 5Z ORE SAMLL AF = /A � o MAINAGE S7YALES SAWL �W AM/M/NU1/ OF 0.2.x' DEEP AND &rCDNSTi+PYICTED � A M/N/MUM OF 2' FROM ME TOP OF CUT OF FILL SLOPES. A MUM CUT AND f7LL SLOPE = 2.•1. R oraga J. Road Road 4. P140 f&c A 51 DE BY 1 J fif6H MAW 6W ALOAV THE IOP Off'"ALL FILL SLOPE'S' 0kFR 5'HiM.. Go 5. ALL GRAOIVG SH4U Er DaNE GWL7 N Nf'SVPMf9W OF A 6WA 7ENT"LS ENGJ'NEER #YO SHALL CERT/fY THAT ALL 11L HAS BEEN PROPERL Y PMED ANDTRACTMARNO, 28810 N '*SHALL SUBMIT A FINAL CWPA077ON REMRT FOR ALL f1LLS OVER I ,DEEP. o °a o S. A RM'ST,LW CML EWMER 94LL S7/BW Ill ME MY OF 7EaltM41S r G ENG/NEER/NG DEPARTYMr,, A NSP/TILT V CERTIFC4770M OF CDA/�ON OF RDI N GRADING IN ACCOY MNCE NITt/ 771E ADRAMED GRAD/A+O' PLM/)0)?16W TO IZZ WOERHA 5E 2 VICIWlTr MAP OF n/£81110ING PERMIT. CE1?IMCAnON SHALL B£ TCI LIM, GRADE ELEVA776W AND LOC477ON OF CUT FILL SLOPES. NTS 7. A40 VE A 99OW CFTC//, "MCD 70 f,6ANDYE fOO W Q S70W ROW, ALONG w OF CUT SLOPES: 8 MW 6l7MPA0776W RfFORT MALL BE ArOMP ftp ALL RUS 6W-47ER TARN ONSTRUCTJ'DN NOS. _QUANT/TIES: TE . ONE Ft70T. 0 H VOPER 1 INSTALL 121,12'0 GRATE INLET AVS SPE£D—B4SN 2 EA S. &L GRVW SHALL 6E 90AF AV CVAF 4MCE MY RECOIIMEA/L347M OF 7W I ffM MON PffZ/M/NARY SOILS /NtU7IG4MV BY JOHN R. BYM Y, /NL; DATED JULY 2, 1998, 5740 fZ££T STMT SIDE 201 2 I#SrALL X w PVC (jk-9F M) a?*W P)W 1,500 L.F. REPORT NO. 5571 (FILE NO. 5-9094). 77#V MMS OF THE RNAL COMPACnON CARLSM9, CAL If0AW1A 920.08 REPaP15' SHALL 6E SUBMITTED TO TH£ENG/N£E/PM DLR7°ARTMENT, NH/CH SHALL (760 60,x'80101 ( ) ,� INSTALIE/1 L J'w AVZW 6RAf7 AVS SPET-D--B4SN 28 EA INCLUDE fouND 477ON DES/GN RECVMMEND477ONS AND CERT/F/C4T/ON TMT OR491AG' (76) 603-80105 (FAA � \ ARS BEEN DONE/N CONFORMANCE NI'TH IRE RECOY&fNO477ONS OF THE 3 Pi?EL/M/NARY SO/LS RD'DRT. GYJINST. G�4/PM1V WALL MRG�'TY STD PYA/1/ LIJM° SLS/ Q 10. lI�E cYA' M07M S WL Am LEGAL 7h�E a�PAR11 7vT AT LEAsr 24 h�/RS EG•4 DESCI'Q/PT/ON �' \ \ y 5 /NsrALL Br ER PER L rA� sHr.� 28 EA /N P C770N,NIS � y /N ADVANCE REQUE577A+G' f7N/S7/ LOT GRADE AND ORA/NA GE S E �. INSPECTION MUST BE APPROYFD PR/OR 70 BUILD/NG PERMIT FINAL INSPE0776W POR77ON OF LOT 27, TRACT NO. J.U4 IN ME 07Y LF IZrY ULA COUNTY OF RAfW1DE, AS SHOW BY MAP ON �► z 4r fFOR EACH LOT. PHONE (909 694-6411 FILE/N A14P bOX 54, PAGES 25 THROUGH JO,, RECORDS 11. CUT SLOPES Eow 70 6w 6WAIER )w 5'AV 12�7�'MC AMT AND ETEC SCOPES OF R/1�£14'S/DE COUNTY, STA1L OF CAL/FORN�I�I r a EQUAL 70 OR G)ffXFP THAN 5'/N kE MAL HEIGHT SHALL AF PLANTED WN _ GRASS 6R GROUND OMER 70 PROIE`CT THE 266E FROW EROS/ON AND INSTABIL/lY NOa/N A06MDANCE #IN C/7Y DL�KZ00A1fW CODE, SEC776W 177 PRIOR 70 THEPARCEL 46 APPROVAL OF RN& /NSPE0170N. 921-J77-" 175 I.?. AV AZL 9WL Ar RACED OW /7 G � INM ;W MOM 114S MFN � rorAL cREACE � 6X MRfD OF WEEDS, Df30S, rOPS0/L, AND OTHER MZE7 V011S MA7EP/AL. f 7,35 ACRES MrX AAFA4 'S '. < 1,. /F STEEP SLORI'IVG 7ZWAAV OGL'MS MW # CH fIL /S M BE RACED, ME j4 , HEREBY CERW 7HAT MIS PLAN WAS PAEPARM MVn R A/Y 7ERRA/N AOMT BE CLEARED KEYED, AND BENCHED /NM FIRM NATURAL SXFMyw �'�' '" . .. SUPE7PVISAC/V AND IhGAT/T CON R) 70 THE GRADING ORD/MANCE OF FULL SUPPnRT. PREPARARON SHALL BE APPR04E0 BY A REGISTERED 00ITCHNAX 41 ��:,�.. f ME C/TY OF 7ZYMIZA AND THE PRELIMINARY SO/LS RFMRT PREPARED ENG/NEER PRIOR M PLACEMENT OF FILL MATERIAL. al-LS ENG/NEER �. a\ ,a � ,. FOR THIS AM/ECT. 14. lXJ1P1'IYG' l4M.7W GRAA'NG 0E1PATliX!5'A4l7 PIQIn1? lt7 6Z7N67JWIX11N 6F Pf-~E1VT 410h►V R. B)'E7PL r, AVc: a,,, ABPA/NAGE STRUMRES, 7EYP0RARY DRA/NAGE 06W)Fa SHOULD BE PRCVMV TO 2257 S. LILAC AVE. �r39 'X, :% 71 ;, 11 � PREh£NT POND/NG WATER AND MYAar TO AWACENT PROPERMS. RO M/NGTON, CA 92516 29103 '���' �� 909 877-1, 24 12 15. DIUST.SHAu &FCC71VTJ40YLE17 BY wA>2W ORo7h�ER Af�°ROVFD A/ET1VbDS. (90Y) " IVJDTICE TO G'CNTJ'PACTt7RS *p ltK 16. ALL fXSI)W DRA/N,AGE 6MRSES ON TF/E PI4Gl/Ec7 sm,MUST cD'vT w 717 RAV FG CF rap-D �, 7 GONTRACIM SHALL POPaf AT mr 71E-AV SrAMW AAV AT ANY 07AER PON7S OF PO cOMZrN nON, ESPECdALL Y m/R/NG S7l7RM GOND/T70NS: PRomrTNF MEASURES AND TFMPI7RARY S/7F AR/AL SURD'DATED ARRM, 1989 14 NTH &W,0fW)?011ND FACIL117EN BEFORE STARTING WNSTRlx7AN.. EX/SnNG SUBSURFACE UTILITY MMA ON DIPA/MOf'PROWS/ONS MUST BE USED TO PRUTECr"01N/NG PROPERT/E3' DURING STREET At BOUNDARY KELSOE & ASSOIC/ATES; Azft, 1999 57 ORMINGS #ERE COMRMD FROM INFORMATION fZWISHED BY VARIOUS SOURCE;': NEITHER l F ACCURACY Mme' GRAD/NG OPERAnONS. THE LOYAM7ZVfS'S OF THE INFORMATION S110#W /S GUARANTEED PRIM TO CONSIi UCnON. THE CONTRACTOR SE 2 35 SHALL PEA YfY THE LO 770N AND IZEVA77ON OF EX/S71NG NATER MINS, G4S MA/NS, SANITARY SEWERS, S7Z7AW 17. STi4Bl'L/TY CALCULATIC�VS NM'lH A FACIt7YP AF AT LAST OWE AND EINE-TENTHS' (1.5) ` DRAINS, ELECIR/C CONOMS, TELETHON£LIMS AND ANY OTHER UT/LIM S #S1011 MAY CONRICT N�'lt1 THE SHALL BE SUBM/TIED BY SOILS E1VG/NEEiP 70 771f ENG/NED�ING OL7°ARTMENT FOR 34 �s ` DESIGN AND CONS71?UC17AN OF THE PROPOSED /MPRbI/EA/ENTS. RIM ELEYATIDNS SHOWN ON THESE PLANS CUT AND ETEC SLOPES' MR JO'/N VERTICAL HEIGHT. � ARE APPROX/A/A7F ONLY. THE RING AND CDI�£R SHALL &FAG�/USTFD /N INC f7ELD TO A/ATCH THE FIN/SHE17 y SURFACE OF THE PA"ZN- T 70 FORM A SMOOTH bRMNG SURFACE. THE CONTRACTOR /S REQU/RED TO TAKE 18. A RMISTERED CML ENGYII/EER S7Y4LL .StlbW 6FRT7RO4776W OF BUIL9NO PAD 33 DUE PRECAUTIONARY MEASURES 7V PR07FCT ANY UnL/TY LINES S110W AND ANY OMER LINES NOT OF EZEVA77ONS, #1VfRE SCFCII-70 ELEVATIONS ARE REQU/RED, THE ELEVAI70N (f'7TH RECORD OR NOT SHOWN ON THESE'PLANS. 7HE GONTRAMR SHALL BE HELD RESPOMS/BLE fOR ALL OOS75 RESPECT TO MEAN SEA LE�ZJ SHALL br MR, /F AN ELEVA77ON #f H Rf SPECT 3 e1 18 FOR THE REPA/R OF ANY AND ALL MAl4GE 70 THE CONTRACT MDRK OR TO ANY !/TTL/lY (N�/E7HE7P PRE1�JOU.SZY ICI AalACENT GROUND SURFACE/S RfVORED, THE ACTUAL D/STANCE AROW THE ,mow OR DISCLOSED DURING 1-m— Nvmc� AS m4 BE CAUSED BY H/S OPM4170NS. ZML/77f5 NOT SNOW Aa1ACEIVT GROUND SHALL BE GNEN. D � 31 1s ON THE XAM4NG TO BE REZ"TED OR A17MED BY OTHERS SHALL BE MA/NTAMD BY THE CONTRA07OR AT THE COMPLE77ON OF /WE CONTRACT NARK, /WE COWRACOR SHALL L0W ALL ZMD97fS AND APPURT- 1 . • A HYDRO= LEGEND Efl "ION � ALL GR"V .2OPES SHALL BF R�MA00 NY7H � SHEET NO, SHEET TTIYE 93 ~CES IN A CDND/1TON SAT/SFACTOYP)' TO THE OWNE7PS AND IHE CITY. AM( SX11 AS AC469 REWLfNS OR #TN RO.�A ACE PLAN?AT 12 ON CE1V71 S OR AAVTHfR APPROkED GROUND OMER. SLOPE' OPER 15' /N kERMML HEIGHT, ROW LINE 1 GER SMU *S W= TO COArMACrOA�S AV ADD/T/OtV 70 GROUND CMfR, SHALL BE PLAMED M97Y APPROWD TREES, PRiOPERIY LINE MOM SHRUBS, OR 00M91AG477DN THEREOF. SHRUBS SHALL bF PLAA/TED AT 10' ON 2 AlA/LS CENTERS,• TRE-ES, 20' ON CENTE7PS,• COMMA MONS, 15' AN CENTERS. SLOPE'S CE7VTER UNE 2f 1. 11'/E EXISTENCE AWLOc'AT1�V OF ANY Ulla U17L/1)'APESORSTR�'lC1Y/RES' .SSV 6W Thi`M,446 012rR 4' /N I�ER77 ,& HEIGHT SHALL HAW PE1 PMANEW IRAYM77ON SY5TEMS WN ---- -- /� EXISTING WATER LhVE 3 �► �/ 26z4 ME1� OBTA/NE17 BY A SEARCH A�AVA/LA9Y£RECORDS. TI�ES'E L OICATIONS ARE APPRY7X/MATE AND SHALL 8E G'C�VF/RA2�17 6�4CKfZOW PREYENT/ON L�YICES' PE1 P U.P.C. G'HAPIEiP 1D.R. _ _ N/TA I'IV THE FIELD BY THE CONTRACTOyP, SO THAT ANY NECESSARY AO/USIA/E7VT CAN BE MADE/N ALIGNMENT AND/OR GRADE SS EXISTING SA RY SDW P LINE 4 OF /WE PROP05E17 /MPROIi£MENT. THE CONNAOMR /S REQU/RfD TO Metf'DUE PRECAUTIONARY MEASURE' TO PROTECT CD ETN SHALL BE SLOPED AWAY fww ALL EXIE7ri'IOR WALLS AT NOT Lf ss ANY UM17Y LINES SHOW AND ANY OMR LINES' NOT OF RECORD OR NOT SHOWN ON 7HE3E PLANS. CD1 • [y =Y EXISnNG SLOPE C'QTITAN 1/4"PER FOOT FOR A MIN/MUM OF J FEET. l lrA� ` r` 2 CAW SHOULD BE TAKEN lO PREWW GRADED 9=11 S'AND STALES' fAW MVDE1P11//N/MG STREL�T/A# V�X/ENTS. ru PA9m5Z 7 SLOPE 5 [JP!'IYV INSPE017ON OF THE S/1Z3S THE C/7Y ENG/NEER MAY REQU/RE I VPMARr 010/7' 5WALES; E1V7Z7?ING OR ICT 21. AV OBS7RC� 7)0V OF ROW PLAINS OMP NAnJ1& WA727P � S]YALL AF PLFAW=. �,. .� 4 LEADING /MPR1012 fN75 _. .__...__....__ ,...._.. .. . EXlSMW CONTOUR 4 22 ACL P14nPERTY S]564LL cLE;ARL r L "L/NEATED NIHE Fa�zD 70 601— PROPOSED COW70IN SNf � GOMMENCEMEIVT OF ANY CDNST/PUCI7DN/G/P�/NG. J. NL '4P£AS SHALL 'SCOPE`A A��JI OF E0� T17 SUFIS' "T 6W SME [AKE�' o��f�� 4 OWNMES SW#N hf PE ARE fW PLAN ChfMAC PURPOMS OAF Y. cONTRAMW /S R63'PONSIl4LE M PtRFDW M.. APPROVAL OF THESE PLANS BY 11f 017Y OK' 175 AGEN75' DIJL�.S' AM R� THE G.B. = GWADF BREUff T11' = Tt710 GF WALL hr5' O#W QUA TAKEOFF. CU APDL/CANT AND MIS DVG/NEER F/PYJM/ ME RESPONSIBILITY f THE CORREC770W H.P. = MOW POINT R - ,f,�,ADI&S E.P. = EDGE 6F PM�A/E7VT 5. 09KRACMR AGREES 7AHr ALF.SHALL ASSI&F SOfF MV C'OMoPLE17 LI7Y fW " SIT GON7YIX%6,- OF ERRORS OR DM/SS/ONS L�/SCOt2�RE27 DUR/NG CDINS7RUCTIaIN. UPON REQUEST, _ TF TDP Ole`f?71017NG THE APPROPRIATE`PLAN REMIMS SAMI L BE PROMP7Z Y SUBMITTED 70 THE CITY D.L. = AgYL/GHT (106,.02) EXIST. ELEVA77ON DI�/R/NG THE 00165E OF CONSTR(/077ON Ole' 77115 PRaIECT. INCL UD�NG .S�4Ff7Y OF ALL PfWONS AND PIPOPEJF'1Y,• 7H ENG/NEER fOR RE19E)l'AND APROVAL. G.S. = GROUND SHOT 106.02 = P�PDPOSED ELEVATION THE Rf0111RMEN75 SHALL APPL Y CDNTINUi71 Z r AND NOT BE L/A&TfD TO AVRU41 MRIMA49 HOURS,• AND THE COWTRAMR W V. = WATER VAL kE` fG f7N/SHED ORA,OF SHALL OEFENG; /NDE�/N/fr AND Ha,0 THE CITY OF MoERS/DE AND TAE f)KINEER MRMLESS fROA1 ANY AND ALL LIABILITY, aiW - WATFP MAIN a = FIN/SHED SURFAX SCALE: 1'-100' REAL OR ALLEGED IN CONNECTION #fN THE PEATOR/A VE OF MVW OW MIS PROTECT, fXCEP17)W fOR LIABILITY AR/SIAV WA/. a WATER METER FROI/ 17�,�£ SOLE NEGL/GENC£ OF THE CITY OF TEMECULA OR THE ENG/NEER. fZ = ROW UNE _ COW71�L /NT S. CONTIM076W 70 08rAAV AAV CON/PLY MYN CURRENT 677Y STANDARD XAMA5S AAV S EOMATMbS F.G. = f1N/SHfD GRAD 7X = ME OF SLOPE C\j= BA/ = BENCH MARK 7t7P TOP OF SLOPE IRM7h1C CITY PffOR 70 BIDDING. LS = LANDSCAP/NG TDPP/D.L TOP OF SLOPf/1�4WYT CD z ALE T.G = TOP OF GRA1Zr 1t70' W OF CUFF LDDD-118GR DIG Q IAN. = INPERT ELEVA17ON fF = RN/SHED ROOR 0 A.C. = ASPHAL T CONCRETE //�/� Q/ � �� m T 0 L L 4 S �F�{IIA7 AW, JCC. C 1-800-227-2600 5AKECONSUL N Cc� 9»>9 Cn » mom ym A?O WWRA F - [AW XWOWW • (IM)279-4Xf /fir(")27q-MM mrr:saN-EnqOirwIR ebrr, U CD DA 7F BY REV / S / ONS L7l4TE ACC' BENCHMARK.• Designed by Drawn by Checked by DWG. NO, CL SCALE 4� AK 7T SA xD 8r.` -Mimi* aArF 'eZ?Ano CITY OF T DEPARTMENT OF PUBLIC WORKS m �awY��r-.gra-M r 1/2-ARM 4WBlllp Mi y N���,�mop 09 Horizontal Plans Prepared Under Supervision Of4�� Contractor - L 0 .� ACMEPW 8Y. a�TF PRECISE GRADING PLAN RrM OCR"Aa AW A R&2�ntzr � 0053038 �— k� m m�r a�vr,�r.srx�aaK; AS SHOWN # EV. a/30/ * L�7�: �` �8 --OD_ �rw[D ✓. PA �tG' s or fzo&QwPHASE2 n Inspector CU Vertical i1'�. �, ��' Sr1A/ AK6tA/P�°I� R O W Cf ',ERG IMUM 9rF F FGR CITY ENG/N£E74 _ f9744 TRACTM.4PND. 28 14 Gate Camp&d aw or�a Bw amfvwm•< art CF ��~` R.C.E. Ab CD530.�8 £XPr14�'S.• 6/50/ 3 R.C.E. tin EXPIJPL�S �� ������-E L ATS 4 5, 12-70 A 78 7D Shout I d 5 uuns OF AuPR0 Errsr. PROP R/�' R Rte, 4401 f' RL�TA/MhG WILL � 55' 7� on 7 12' 12' l0' 12' f4' RAISED f4' f2' lo' 6' P� Q 9 S.F. OF ROCKB/KE 01?/V7NG ORM/1G LANDSCAPED ORM/VC ORMNG B/KE � LANE LANE LANE MEDIAN LANE LANE LANE 10' lfl �O" Q: PAY. e .J" 3' J J2 f 2X I 1' 2X V Or 2-T Ar EX. CRDUND EX. AC F4000— EX. C do G SgMCUT q; PAV. EX. 6 R WND Li DETA/L "A " o MARG4R/TA RD TYP/ NTS C4L SECTION n�rs /Z FLOOR PLAN 1 FLOOR PLAN 2 FL-001? PLAN 3 Nrs NrsNTS lot- 4 � SEE ARC'rHITECTURAZ PLAN FOR 911YZW51, NS Conic. OR/VFW4Y o.1o• CONC. DRIVEWAY FF FF va DEEPEN f-0OT/NG '' �i �i;�/ '�% �i DEEPEN FOOT/NG E::b h O � SECT/ON B-B o BACK OF ROLLED CURB NTS SECT/ON C C C. G. FLOW 4' SIDEWALK OR EASEMENT NTS --�- R/ 01 6% L W In p ,L I 4 MIN r c M/N 40 Dlemmwvlp 1.5' 6, s, r ry / M/N DEEPEN ol"W77MG t--- 2X MIN FF (M/N, e" TW.)DEE .01 mv 0or PEN FOOT/NG �— � �'�' UNIT 77'77 7 ti -RR£PLACE lYP/GL aETA/L RETAIN/NG WALL NT5 SECT/ON D—D SECT/ON E=-c ► — � � J '�.0 . . � NTS NTS — — If 12.5' 12.5' = 5"'���- n, s TYPICA Z LOT GRAD/NG PUE .� 0 '4PLAN Irc `� �►,y NTS 2x �. �, 2� 119 Underground Service Alert Co/%TOL L FREE 1-800 TYPICAL STREET SECT/ON 422-4133 NTS L DOO-,f 18GR SAl�ECOI'VSUL71N6 ENpNEERSy MC. �i or,w sE nro Nast�c ass e�r� mw ac 71.9 ac�me�s • momnow - u+o mecgovr • �J ns +a� sar fir)ns-a�n ...s�.oyr�..:� DA 7F BY REV / S / ONS DA 72E- ACCBENCHMARK.• SSE � Designedby Omommommommummoonmwn by LY�ecked by CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS �� � ConA�nictor Horironta/ �i "p� � � � � � d7E � ��� � P/ons Prepared under Su,�ervrsron of D PRECISE GRADING PLAN ��ta. SEE COVF'R SHEET �s svownr * E.. a�,oro, � �►,m er. (f T�+�— �,,,F �1- �a r � 0 0 ,oa+wW pwKS Vertico/ s�� �� .< sw corm'ai+e�cnw c�PUMV XaAxs TRACTM.4PN0. 28810 OF C►�.�� R.CAE Aa 005" i/JD/t!T R.GE MR LOTS�S 12 SHEET70 -79 a..� 2 .e 5 ' ,��j SEE MOD&Z HOW- PL*VS SEE 8001- PIANS FUUf? 407' 80 �077 7,2,&-T + _ 23.8 F; --�---G�4 3-FC --�" `-- 29.2 FG FG 25.4 FG 26:fl--,F� 4 26.6 FG 2 7 4 __ 2 7.5 FG - _. ;-- . ----- -- - -- r _.. _.._. ---. .._ -_.00 _ _�.-- _ - - --�_ r r. ._.. __ _ _......_ .. r I � � �. 26.33 GFF - ; 5 27.w3 AFF 1.._.. - .� 25.83 GFF � -L �0. GFF .-11 ; 24.93 Cr, . 4 �. 90 S- i 26.1 ?T FL ► � � r A- � --.� F ss ,� . ` �� .1 2 7.25 t 'S �, ` POOL PER ..,, FF 23.30 + �o.o 2s BS I 5 T 1 0.D 3 2,6 ; ; u i , I i I �S r I 8 { 29.D� ► 29.9 7 r 1 REfZrRENCE ONLY. SEE STREET /MPR9DVE`ME7VT F r ' 4.77 GFF 2 + :' 25 26.17 GFF ' 27.67 GFF �' 23.67 GFF _ FF PLANS FOR T.C. ELEVATIONS ,C PLAN „`1r I PAD .�2.8d , i + 35 4 I c�, ;�. , + 1 35 2 ' 5.� t v { D.C� FL 1 : f r �4 L � I , I 3 _ 2 4- ' 1 ` - 2 ; 0.0 -- - a 2 # _ ?� - # 9 ric2) ? .S AL + a Es S cL ter .�I f` �s 2 y _ ' �, i ' °.1 5.57 GAF' 26.0 I 26.77 FF r ' # 127.97 FF � � .�9.� � 9.37 G�r � ' 2 3, 2 2LAJ �_-- F. �� 1 : ,5 03.97 CFF 5. 3 26 5 I 1 5 2�.C� 1 j �.� # I a.2 + 3c�. I l+ -� � I I 7.8 �-''" , , ° , a ALL SLOPS FAO/ NEDG. SE7MCK rO 84CK OF Q 1� 1 4.�' ` ` °� 2 • i '3 �� 0.0'1 ! ' 1 ., -' I 7 z D.0=t j j 2 l Q.4 WALK VARY M%TH A MIN. SLOPE OF IX 1 0.0 25.4 o.o ! : { 4. .� + 1 _ 1 1 1 26.6 'L 1 # I 0.20 DF 1 . 7 - + # t X3.81 GFF ' 9 ,24.4 t GFF+ °' i ' 27. 1 26.61 GFF i 1 ; ; 1 ' 27.51 GF ; i �" 1 ' ' .29.21 GF ` .._.. j o i j 0.30' �D ! i 10.40' `� � + 4.20'1 i . f � - �- �, , o.40 �. ��,c4,� 0.20"1 3 a 24 = , 10.35 U o_201 o 22.40 FL_ - r ' ti r n ?S> '"' rLIL � tc~ `j� !.. .- � ;. 0,40" '�. " r�� c� ! ' SQ �_� i • � } L ' `�r�` fi° b- { h Q S ,[2 S hi { 6 ',�• t + t7 f `� L ' �Q l I .27.34 TC --- 55 '• ' 2 1.31 T f .71 F, 112,3,5(5-.-T2 34 TC 4.37 T .25.91 TC 25.61 r� � n � Tc �` �, f 7.45 T[�' .26.83 , L. �8. 1 `�`~ ;-` ' 2.3.97 TC ' 25.5.E TC 25.81 F G.�'. ,26.48 TC �, 27. i 3 i C ??,7f1 TC 2s-38 TC - 1 X3.9- T�, �, �, S=o.4194 4.04 FL 5 - 8424-7)" - { 18.4 r� 23. 19 TC - � -i�. � � � S=4.o,53 28.��B T�' , � �, 25.38 28 C � '�°� ,�7.44 TC 27.94 TC 27.97 TC 28,62 TCL'L ' 2 37 T 24.22 T ~' 25.21TC 2 .31 TC �- 27.03 TC 27.30 rc 3-f?5 Tc ,. 5 5.45 .40 F ._._...- ....,. _._._ _ 5 .- • -.. O- I T ; ,►t1 �k ' ..�6 Jo 1. ; 6 � FL i < � r ; FL 18.94 Tf�..� f `� 5 I 25.20 r. ; g ; ' ry •�S i 7 �Q ° c4 (� 1 18.44 FL ��`� 1 D.fi' h h � � � � c FL E l � = f � � j ►� � � I t, 1 .� 0.201 11 0.20 E 25,8 0. 5 j M O.Zo 1 f 4 � + t # i r'.+1 # 1 j 1 1 0.20' ` fig. + 29-217 TC ! 24.61 GFF '� i i ? 1 + + ►� + 1 0, + i w 78 13 ; ss� s. GFF 1 �► 8.01 GFF 73 �. 7 I I N nes - �S� i ', G.2' DFS I 0.p' # .1 '~ • ' D 20' ( 3 i I 1 i -9.31 vFF ! 3 I s r � o.o � 0.0 2 � �� �. �, o.0� �� � f a � '. � ,-� kc, ' ' 24.6 I '� ; 76 ' I ZS.D o.c� �, 1 ��. ? . 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I3 TCX4.99 TC 2 21.3 20.60 FL �` 1.04 �' -23. 3 TC - - - _ _ 2 5 7� 77 N No -� o a =_ 22 8$ TC 23.50 TC 24.23 TC TC - �=6-04 _ HP 20.89 TC . 8 wV 24..�a TC -_- 0 0 c�0 �, 24.93 TC Q i N I 1 2of 3.62 TC 23.90 TC 25.71 TC _.... 25.4 . T .2.5.,34 TC lo .44 TC �G X53 T� 0 --- --_ _ TG , FL ' ' A% i 4.00 P' 2 �.. - �b 1 --- - � TG 2MV - - h k1� 2 .55 'n i 1.25 FL i ; O ' 2 FL i ,� �- - �► --- 17. w25-4- I- s 0.30' •� a k ' h 0.20 0.20' �� k ;� o �7 i� ` _ LOT N0. 3 S=O.010Q �`Z �" I 1.T 23.9 GFF ! i g5 f 0 1.51 i 44 121.51 GFF ' i c ' i ; ?�o,� i ; 11 ' 25• 1 ; �0 , PAD EL ___v. 25.4 !' ; 10.20' I o -.. - i I i r'� i II'" .` •�G �► ' ,c2 5.4 GFF i 38 2 i '� a� FF ELEV. 25.9 _ I o o 1s•' HP 3 -��,► 0.0' ; 42 ; ti� 3� o.o' 1 o.o' ; 2 26.91 GFF I k ( 45 I i '1• 6� 8 $ ----N 21.5 1 ', 43 1 ; 2 ti� ! i 2 k• 6 'hl o.o 6.12 FL I I I + 4.D GFF 2 , c:la 3 �- 22.0 2 23 3 J 41 + 4o ti k- I 26.2 1 ; N cn 20 D i L21.67 ; . 'i _ -� 39 " 1 [26.7 I 27-6150• , 0-o 22.67 GFF 1 22.5 ; ' 23.8 ; 3 ; 2 - i ' 07 cFF / CD 2o.5 + ti - 1 -J $ ^ _ I 23.0 .1 ; 23.47 GFF i 3 23.9 ' i 24.8 0.20' °� °' ' ? ! '�'? L- ! i I i i i i 25 3 24.97 GFF ! i gp 25.4 ! i O.D �Q 37 . �- N - r� ! - ; i ��• ,yA , -�23.3D F1 ; 24.4 , I i �- 25.9 ' ' �1�- 26.37 GFF i 3 A S=o 0050 ' ° I '2 3• H 2 . -� �' ' I ' 26.9 '' 2�80 FL / 22.83 GFF ti 6o TG ; 5' 2 ............. - A; 11� --_ Z6. 1 27.4 !. HP 1 � � � 25.20 '-� � Ai Z1 z IG N 9 3 GAF - - _.._..HP.._. �. / 23. FG � .--•�� �-! � 26 70 FL ; � � •� 5 o p _ 2'�-.F-G-.. FF I 1 HP -� o O h n 25.4 FG~ _ ` -Z.. _.._.._..� ? / T O L L F R E E 4 `� c, 26.9 FG ��'.�s �� 1 -800-227-2600 r) as 1!t'1C11L LOT GiRlIAIN: •88 •� Im f10 m e� You m "i ui coNSTRUcrioN h-fo-TEs' tib Q CD I 1 /ATMU 12 ar 12" GRATF MET NDS 5MT-D-M 5>W 4 COAT G4JV WALL f'E•J'P CITY SW PLAN 2 /"STALL Xw PVC SDR M dl►�PAN Pym' s � NS AU BU LER� DWr.4& 20 o 60 LDS�18GR m � � Zo �a ,3 INSTALL 3" R10MD GRATF- INLET; AVS SPIE=D-8IS/N 4M.s AMM A, ME M SCALE- 1"-20' KG`wsm 117NG £NG/NUR,S INC. c C& 9171-4 • c� - uwaavr • �ar�,t7!L4gK1 /�u' )277 ...: . C) m7F BY R E V / S / O N S DA7F ACC' BENCHMARK �� Dlesigned by Drown by Checked by DWG. NO. I CL SCALE �,KB�p AK/�K rr .spa er.� DIM- In CITY OF T DEPARTMENT OF PUBLIC WORKS cn Horizonte/ Plan Prepared Under & rvrsiion Of Controctor W C05W M �W er. awe P•t• a° PRECISE GRAD/NG PLAN � GDP" S,�T AS SHOWN ,� EV. 6/30/03 * �� 1 + 18- 00 o J. PARKS Y Inspector Vertices/ J',► ��, ��• Srw AK DEPUTY 9WOrOR a��X MAS f'H.4SE2 A Cin-£MG1NEER MOTMAPNO. 2MV co cn � ca p#d �rF CF CA��F 61 38 6/.�7/Ci3 RCE nbt 19744 Ex�3 0/30/b1 L OTS 4 5 f2- 70 J 78-79 ACE ART. E•1'f°!!'PL�,'� ,�; ' sh..t 3 � 5 SEE DETAIL FOR TYP/CAL GRAD/NG DETAIZ �4 �V' 41L W 43 30.5 FG 34:aG.' 31.5 FG 31 �.F� 31.1 FG �..3Q•.4 .FG _ ��---- .�3.._FG.._.._.._.._. 29_8 FG 29.8 _.._ ._.._.._. _.._ _..°.._. .._.._. _.._. _. 1 0,4 r. y� � ""_' t � - r • ~r'.'Y.i` i • - rr ..R •ra•• iii. f �- - -`~ �.. � rte. r / r .w_ _ ` -� . r.._ � - _ .` - F7 3100 FL .43 GFF '� 31.53 GFF r.' 30.73 GFF ^-�~ 30.63 GFF Ole '.�' ` 7p i i 31.00 �" i I A0 90 r` 30.6 1t i I ` 70 i .04 I 1 `� ' i I • ? I _._ . :-w� ! i •g5 m' 3 ' i g "r, i 3 i iN FL 31•° r 30.35 1 ` ' �� I T.C. ELEVATIONS ARE SHOWN HEREON FOR 5 70 • ; 00 i i ; I 30.25 TG 3 ' ' i 30• I 13 ! 30. 1 15 30. 1 17 I ; '�°� 21 1 REFERENCE ONL Y. SEE STREET IMPROVEMENT a r . d -0 i I 31.27 GFF I �1- i ' 31.37 GFF i ` �O. 30.57 GFF i ► 18 i i 29.75 FL i 3 k i __, ....._..__. �,- }_ _. ; fZ 2 ! 2 i i .0 60/� 2 i i 30.47 GFF O.D' i ! i -_.._ t-; n! I PLANS FOR T.C. ELEYAT/DNS r, P.031. 1 P.0, w 31.2 I P. 30.4 ; 2 ,Z5 , _ 0.0 , 30.2 0 1 1 � 0 29.97 GFF 4.171 o r �w._ w �:: 1 12 �.. _ 0 31.6 I 14 _ ,� •0 31 7 i 1 16 r- _- 30 9 i 30.3 -� 19 �.�' I 20 ' ° �- ca o I 3D.7 ; ' ; ? ' i 1 30.67 GFF Ff i i 31.27 GF •�- i 129.9 G 30.09 n i 1 ± 31.67 GF I I ALL EARTH DITCHES SHALL HAPS A MIM. tai" SLOPE 3 0.20 n `� o.o i l l 1 1 30 0.20 1 0.0 ; , 3 1 0.20'1 30.8 2 10.30 1 3 ; i 1 3 i �:� �t'"� _.._.._.._.._.1 _. I ' 1 N 1 1 2 ! • 1 I 2 I ; I g. o N •o , I ALL SLOPES FROM BLDG SETBACK TO BACK OF �.....,,...._ ._ 1 30.5 2 , ; 31.5 'BS I ; i 31. 1 1 0.o' i I 5 1 29.8 i 29.8 , o o _..� _.._. f i 31.0 1 i ± I 1 i 1 I fit ? I ; ! ( ! 1� 29.65 FL p I 0.20' ' ; 32.0 0.20' , i 31.6 0.20, 1 p i I �� w ' 10.30' 30.3 i 29.81 GFF 30.3 I _ -- _ _.._.. 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'g - 0 1 FL 23 0 ''�r ; I 94 I 30.53 TC 30.16 TC 4 T ao o 2 0 I ; -. - -- - �... - .�. - _ �. �... _.._ + w .� � \ N c� 0.� 29.6 I(I 6' P E 9-3 I I •Z� w w I �O I I �� w , �9 • I I • V k V I 0. 5 fZ 30 .f$ Z9. p o� .30 ,� 1 °° i i �t S� i i I S; i ._ i ± - ew i I �� 30. 1 J .•- 4- I • � �' N �� I n 'Poe I I N � � � I N (+. 1� s 9s 0.40 .s 3 0.25 10.35 1 0.25 i 1 0.35 i 0.40 i i 3.611L' i i i i l i ii �� 43.06 2 h I •, I ;a 69 ; i 1 ; 67 i , 1 i 2 65 1 ± 29.91 GFF 1 v h ry p 1 31.01 GFFj i r: 1.21 GFF 0.61 GFF r� , t 7[] ; 1 70 1 0.2' r `� 2 i i I 68 0.2'� ' N 2 i i I 66 13 i •r 2 i I i ^ w _.._. _ °' O• vi 9•g0 �' I �J ; I 3 I 1 i 31.2 i i I 3 I 31.0 i i I 3 1 34.2 i Qo `i 29. I I ,1 2 31 7 ' I 1 1 'I 31 5 1 1 1 0 30 7 I 54 v �, + _.._..�. .._..�. I 7 i 31.0 0.2 i 31.2 0.2 i I 30.6 , be� 0.07 GFF 3 I 22.ao•�' o 0 0 _ _ _ .,. _ GRADE BREAK I 31.5 131.17 GF� 14 0.0 ! ! 1 31.7 131.3 7 GF� ; i ! 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I HAL 1OD EZEV -- FO 1`~--29.2 FG _ - X945... `-�-29.5 FG-� ----29:7 --�� ��---29.7 _.Irk. - FG .5--FG.. 29.0 FG w, 29•� F�' r �- 29.00 FL 29.83 GFF , 29.30 FL 30.03 GFF �' 29.70 FL 29.83 GFF _ _.._.._.._.._.._.._ �' �n 5 25 6 •� 4 10020 FL 4,0 Z8 68 29.60 FL �9 8.95 F" 29.80 F1 29. / g.35 F1'- 29.60 FL ?9. �. ,�h '� o o i I 3" P.V.C. 99.70 FL q. o ! HP I 2 HP I �0 2 HP I 7.7 �. o 2 -2 i I ' N HP HP O --' 29.3 T i� 29.30 ft 0.0' ' 29.50 F1 FZ I ' 28.80 F1 00^ ,\� 29. 1 o I DOLLED CURB ..,. 3 1 58 I 29.50 1 0 I 29.44 TG 29.30 I , . n N '� 29.6 k; , .. Mr LOT 28.70 FS I 28.80 F1' ; 3 29.00 FL 6 3 , ; fit Hp 0.0 `� �1► -.._ .,) 1 RET. WALL 0 .� 29.67 GFF ! 29.87 GFF 28.90 FL 29.67 GFF ! i N '�- 1 r 1 G.B. 8• 28.70 ; i i 29.Oo F ; i � 1 D 29 40 ` i 1 28.30 Fl i 3.199' �` 3 N I ESRER 2 ¢1. 29.5 29.7 ; FL 29.5 ; 1 � �.ow REACH grow REACH 6.90 ; t- --- i 1 59 �29.67- - -- 1 61 r- - - ; 48.18' n 1 Z 29.37 GFF i N 30.0 , GFFr as 30.2 ! 29.87 GFF a 30.0 63 ! t•4�° N O ! FL A/N PER LAND- (f o 5 7 1 0.2' :° o.o' ! 1 3 0.2' 1 o ~' 1 3 I �, 1 29.t i cFF l 3 . _._.. _ Ory 29•� p 1 DR N �- 1 0 1 1 9.5 I '' ' ! 1 7 I 2 .- 0.o I .�! �� `� _ C4 CAPE ARCH/TELT ! 3 I 2 ' ; 12 I 2 , I ; 1 29. I ; 1 29.0 " w _..�. _ 28.7 N 29.2 I 0.2 1 30.0 0.2 ! 30.2 I 1 29.5 \ c N NLL - -- -- - DETAIL I 1 Q s1.3�r' o o 0 ao .7 1 GF ; '� , .51 GF D•0' ' 9.71 GFF I i o _ nor owurv�►cE 29 I 1 i 1 GFF n I C►�- , N h � I �g•3o 83s 8�7�r ry �� 55 + 5' i .4u Z8 .1 i ; ).35 V w i i i 0.40' i !t i --)- 2 o 26 i N I •?,3 n ! �j,` �� F1. i 28 �Sjp 40 i F1- i , 890 1 N o I co i i k /! I c�' 1 ;�`' v� 1 HC I 1. o ; '2 �� i N k, a 6 i i ao N 1 - ._. - - -- - - - -T - - ---� - -- - - `� - "' '-w-- - - =,tom ro 29.2 � 26.44 TC 27.44 T 5 \27,6728.66 TC 9 `� Cv TC 28.69 28.74 TC 85 28.54 TC 28.14 TC � - 27.22 TC 27.D4 F1 1.75.x' 28.76 T 5 H P. � L28.64 5 27.78 TC � \ ---� 28.36 f1 28.24 FL __f - 7.40 S.D. G 1.07 2� TC 26.58 TC 26.91 TC �'� �'\ 28.67 TC 28 32 TC 28.05 TC _.. -.._.._.._.._.. ..._.._.._.. .._.._.._.._.._.._ _ 6�� 'tip°' S 2 2� TG 27.56 T rC ��9 28.31 TC VG/V E T0ti�6 b6, DR. TAV IMG 27.93 TC 27.80 TC 1 Ile �' 27.88 TC 2 [� It 27 f 30.8 '2 \ X60 �� 2g•05 F" i '`Z ` 29.15 �" - �� 19 •r �_ �'i dOW 31.3 �'s N p rte- 8• �• 1 N SG I� 1 N I ' f 6 vi _ M I 1 1 , I 1� I 3 , o a ! i 10.20' 1• 2g•9� �- 0.42' i ; 10.25 ; g.35 FL 0.43' i 10.25' w +moi 0.40' ! i 10.25' ` t39r LOT N0. 3 low, �1 ~ 0.20' i i I i i I 6 i i I ,� i i 46.11 c� �. \ PLAN NO. 3 0.o f F 31 i i I k `1' n "� Mi f 30'60 P \ PAD ELEV. 25.4 3 I H $�S 29.51 GFF 1 34 5 28• � � � I 32 i I I 2 � ; � I 30 I � I ,o �: i � � • � •�- 28.31 GFF1 0.0 ; I I 0.2 ' ' 1 .... 0.2 i i I 0.2 i I 1 v� �, i _.._.._ _.._.._ r_ _ o "�c� \ FF EL EV. 25.9 1 ; i 10.0' 2• I 1 i i 1 �s �,,� I 1 ; 1 30.0 i 1 3 1 29.5 is ! 0.0' - 1 30.0 ; 30.5 0.2' 1 30.05.o3x `� N N t • I I 35 0.2 , ; ! 0 2 ! 2 ! 1 ,- 10'0* �. �' p o0 i _.._.._.._r I 1 ; 29.s7 GFF) 30.0 i 33 0.17 cFF1 30.5 i I ; 30.17 GFFJ 30.5 28.47 GFF 2 LJ i o.o �. �.. .. + ' 29 ' I 30.9 �, I 1.00 FL \ - -' 28.3 i 29.D0 FL ! 2 29.50 FL •Z5 29.50 FL i I I g ! ~ I \ 28.8 i 28.9 ± 28.75 TG 29.9 ' 29.75 TG 3 i Z 29.85 TG 3 i 2 - Z�• 5 `..\ i 29.0 7 GFF i + 28.25 3 30.4 30.07 GFF I 30.17 GFF ! , 0.0, ; 30.0 130.17 GFF , I 28 h \ fi o FL i 29.4 I 0.0 ' I ' 29.25 FL 0.D' 1 ; I 29.35 FL ` 27.8 I 2B.7D F1 i i -�. ...I .70 FL J 29.80 FL 29.45 FL i 30.5 J ! �. 3 T 29 ` I $ `'� i \ `..\ w ; ! 29.83 f l �o HP 29.42 F1 HP i ± 29.8U FL 1 4j h� 31.5 w ! • 28.10 fZ I ` I i k ; i a► •� 29.80 FL i ; �� i "� o � \ J " : 29.80 F1 ; i o ! i ;� 0 32.0 0 \ \ HP �;�I ; 29.30 FL i `� 130.23 GFF . ` FF i HP - LER U i ,o o T 0 L L FREE ry N �� Si 1 •-800-227-2600 0 N „ Al DAFTAIZ.A.SEE DETA/L FOR TYP/CAL GRAD/NG � '�� BEFORE � � CONSTRUCT/ON OTE 20 0 20 ¢o so � LD4DL>18GR 2 CONST. 3 PVC (SDR 35� DRAIN PIPE 5 INSTALL BUBBLER PER NAIL !6im" (D-- INSTALL 3" ROUND GRATE INLET, NDS SPE£-D-QAS/N 6' CONST. CROSS-GUTTER PER DETAIL "1'wSAKE ,M S �aR.'yw , W., S� M CONSUL TING ENG/NEERS, INC. G�dL r"�i!/FD1 91719 SCALE 1 A-=20' 4 CONST. GARDEN WALL PER C/TY STD PLAN & ARCH/TECTURAL PLAN AV*-DW • MAF - L� AFWa9M yr • �►�179-4wi Ar(") 27�2�7 Innr:.sa�ChO w acm DATE BY R E V / S / O N S OATS ACC' BENCHMARK-• SCALE QE �l4 Designed by Drawn by Checked by DWG. N . K 8 AK JK Tr SA BY. �>�: CITY OF T DEPAf�Tfl ENT OF PUBLIC WORKS Horizontal Plans Prepared Under Su erw on Of Contractor (� o� co5303s AGL'E7°TFD er. LM1F PRECISE GRADING PLAN SEE COVER SHEET AS SHOWN * EV. 6/30/03 * DH>F � � - OD AVAALD J AWS Inspector s .t' AKBARf�I? DEPUTY DIRECTOR OF PMIC XVRKS PHASE2 I/ertico/ �,9T I�� � �9 �t�vcuvEER 9/30�� TRACTMAPNO. 2881'v Dote Comp/t d OF CALF R.C.E. AR7. 1*.,'D.530,�B E-�,pJ��. 6' /�3 R.C.E. M7. ExprR�s' LOTS4 5 72- 70y 76- 4 d 5 5.46LI1E TALE 503.03' R3) L1l� (540'13'51 »E , 57.95 A r �- Li 22.18 N83'52'19'W 5 5�-- w5'4 " L2 4.00 S40.13'51'E 5F03, 07 � � N40r w 34.67 !'� �' f 3.21 L3 5.79 N49.46'09"E > » 45. 3 -� ,�� �� 4� 42 34.67 � � � � O - L4 8.66 N49.46'09"E N40*13 33 �- $ .- e L5 21.78 S83'42'14"E 34.67 _ 4' f: ^ A�1Zr L6 33.79 N83 42 14 W � s 45 3 P- -~ r� - a 0 SUR12� 177 MF htVl,S'7r COMER OFFM T AUR .SET L7 8,33 N38'01'34'W r 34.67 N w� + :� L8 8.66 N38'01'34'W ft 4. L9 19.64 S38'01'34'E 73.9 -� -� Ch 4' � 0 . L12 22.73 N68'53'40'E '� � : 4 9 • ` 4' ♦. • wo, �to 8,66 S39'44'23'E I v J W 4' +' �' .��� �p+ p9, L13 24,01 N63'06'00'E t 7 4' fii' * 34 L14 8,66 S38'01'34'E Q) AD16 `g �' � � L15 8,33 S39'44'23'E w � 0 ID 4 St a �/ r► 4 ra o o $�. 4 3 4✓ L16 8,33 N38.01'34'W N . -- � .• � 3 �► L17 8,33 23'E 4' 6 sL18 8.66 N38'01'34'W 6 L19 8.33 N39'4423�W374.12 38369C55 L20 8.33 N38*01'34'W f r 7 `r' 4'23"W 356.88 34 J� J^� L22 2.65 S49'46'09'W 53g'44'23«E -r T G, o N39 4 a� N39.44 23"W LOPfT7 I T _6 Q • p � �r L23 22.00 N40'13'51'W • 7, c, ..•._ N o � 7 �f* / � � Sp � 4, 1.' 6 � L24 11.12 S39.44'23'E 57.8 �j �+ALABR��1 � � C At �'CA 6 CV `9 yL , •� .7 �' �� � ) • r • ri V � w �Q � O 326,E ,� • • �� • � / L25 8.33 S39 44 23 E cw N3T44*23"W \ cb/ F vL26 8.66 N39 44 23 W i DR* �� N _ \ L27 22.07 N05.00'20'E to CALABRI A 4 a 4.00 '" �' Hp �• L29 4.00 S50 15 37 W 43• `y 9 43• if L30 $.66 N09'43'26W 4 I- 0 r L31 8.23 N09'43'26'W .27. m 4. - - 4.00' 28y, 22.9 3 70 �. - 4 ., 4 \ 8 L32 24,00 S80 16 34 W 71.32 4 -- 38.44'23»E � � � N 27 /� /� r► � �' L33 24,04 N80'16'34'E �. ` ` Nf -- 145.51 N 1 � r � � 9• 298 �'► � e �y���', L34 8.33 S81'24'54'W iii �1d - �• C'9 4 �' ^ •" d" L35 8.66 N81'24'54'E , r ^ Lb L36 18.55 S61.17'24"E • SI �+ b �'q *+ L37 8.83 N18'40'52"E -• N39•44'23"W om vNM ; bN L � � L39 33.32 N81.39'19'W 4 � ' �- • h L40 34,02 S35.42'25'W r �' b w 27.50 4. 7• 40 16.90 ry o D .'` * �► , 55.E Q - N3gOs 25"W "W /Q �• o L41 44.45 N33 46 07 W l 1 r '". N 45.33 ' N39 08 25 "�`� 34.67' 4.fib �' �' v ," 8 r W 45. 4 3J8 • .��� ;n _ L42 6.46 N61'17'24"W 14.1 34.6 wi pi Q "� 3s 7. , $� 45.3 ' 34.68 °• - a� 1� "� [ R �. o� v 34.67 45.34 - • N -9p+ `�R QT• ►� '� CV r 34.68 N N t Bj •� ; b N N L23 32.83 w a, Ki 0 C; • In t d 12.50 12. f 0 50 c� - �► V, ! 8 •.�` -�•8 •� Pp `fir + ?9 22.17 � 4 Y= n 1�.PJ 25 r •"= 4+ _ " � G�ry O � * , � � ' •� � r�^r � � ^ _ a.l0' ( Q h br 5/ \ 3• • • �� o 1p � 1 20.33• 100, yy CeL f f.01' 4 0- 53 ;n 49.29 � � ''�' �-• ..�. '`- 291.04 C44, J8' • CA1.23 �• ) 3g' 1 34 E h e7 '� N w 1 ., 7 DR, 291.04 ti , a, 25�E u �s8 I ,. ,• N VENETO sm-O 34"E c�9 � • . 4 -� ��`' I LOT A 347.os pj r S3�D1'34"E 'sJ / Ln j540'1 ', 2L�' I LO C4 o 44. 9 _' C17 • �t f 3.�' ._ -�, N N 1' 3 ... -•Ln S4 `g • *t , 0 S34 04 42"W �- 6�Z 4 ?j $ � ` � Sp9, 9 3 � r �1•� � 0 �t RAD G39 Z�QO ° baa C22 -- 30.46 �, 40 4q E 4 W ' 4' 4' 0- N' in �. • •� •51 g / 4 - 4 . 40 .� z w -88 22��\ O ,� 01 "� 34 co_ , ^►~ �3 •� •���- •tib 'ten r� / (/ / - M U) ' ja C4 f4 4# �j �K 4 •tK �il N �+ T 1 3 2 40 v r e N a � N3 ••�» 0 r8 8 26'2 � �, � r eQ Q ;� o� 4 N w ;�j z 34.67' 6.7 �b bC 262 3 2S h�i ,ti• r* + / Q`- cp 10 0 _ 1, 2S / ss � , � 10.4r 4 34. ?ate ,� ,. '' D,Q , , �- , �, �`3s0 -` �`' ryb• 47 43.01' 45.33 • L � � 5W425, 19 Q , N%37"14 '44 N / 0 425.00' R3) �, '�� ! / (N3714 52 W CZ940 17 o� ► 952• � . `+ ,� • � � g ! ^ °` Ay lb 40 �yA0 .9 i'4//, ,� r4• iw CURVE TABLE `ji 4 • ti ��� w� z - In ��' 8��\ .� 3 'SDS/o CURVE TABLE URV DELTA LENGTH RADIUS ANGELA >0 ;L' � �� URV DELTA LENGTH RADIUS ANGELA Ci 89"30'32' 15.62 10.00 9.91 �; � *, C29 88.51'40' 49.63 32.00 31.37 C2 20.15'06' 14.32 40.50 7,23 h N C30 88.51'40' 24.04 15.50 15.19 C3 19.53'32" 17.19 49.50 8.68 �p J �. yo C31 00'20'36' 0.30 49.50 0.15 C4 48'08'49" 34,03 40.50 18.09 gyp' • IN C33 18'37'08' 16.09 49.50 8.11 CS 17.33'01" 12.41 40.50 6.25 C35 44.18'29' 31.32 40.50 16.49 C6 40'06'39" 28.37 40.52 14,79 �� ��• �v C36 18.03'13' 12.76 40.50 6.43 C7 17.29'15" 15.11 49,50 7.61 C37 17.02'48' 12.05 40.50 6.07 C8 87.47'43' 29.88 19.50 18.76 00 0 ,o ' 4 ' ' 7' .7 40-50. 7. 0 C9 04'44105" 7.23 87.50 3.62 ry C38 6 15 1 32 01 3 C39 91'08'20' 44.54 28.00 28.56 C10 23'34'04' 35.99 87.50 18.25 • 5'52'34' 7,82 6.50 9.03 h• ' g C40 OS 04 16 3.58 40.50 1,79 Cil 1 3 13 1 C41 19'44'29' 17.06 49.50 8.61 C12 14.48'49" 22.62 87,50 11.37 C11 •9J C43 03'36'57" 7,10 112.50 3.55 C13 11'43'04' 23,01 112.50 11,54 L C44 09.05'19' 17.85 112.50 8.94 C14 17.22'12' 34.11 112.50 17.18 , 7 4 7. .0 45 00-01'098 .56 1655.00. 0,28 Ci 28 18 08 3 22 8 50 22 b ••� C46 64`11'26' 45.37 40.50 25.40 C19 284'18'08" 49.40 100,00 25.21 l h C47 64.11'26' 45.37 40.50 25.40 C20 87.47'43" 49.03 32.00 30.79 00 o C4$ 65'22'01" 4b.21 40,50 25.98 C21 63'02'28' 44.56 40.50 24,84 •. © C50 00.02'02' 0.95 1600.00 0.47 C22 63'02'28' 44.56 40.50 24.84 73 , It C51 44.45'16' 7,81 10.00 4,12 C23 19'21'38' 16.73 49.50 8.44 �09•s2' f Co C:) C51 44'45'16' 7.81 10.00 4.12 C24 47.13'13' 33.38 40.50 17.70 ..-� C53 44.25'50" 15.12 19.50 7.96 C25 17.02'21' 12.04 40,50 6.07 !! II ,J C54 44*25**50'1 15.12 19.501 7.96 C26 17.02'21' 12.04 40.50 6.07 30 90 o J0 � C58 43'53'52' 14,94 19.50 7,86 C27 474'04'56'133,28 40.50 17,64 6D %C28 16'42'12' 14.43 49.50L DIGERT SCALE- I :Jo T 0 L L F R E E _CON arRilCT/ON NOTES LD40�118Gf�' 1 -800-227-2600 Howls BEFM You W 4W S RSI~AW, SM 7172 KE06 WS,L TING ENGINEERS INC. aWAK C&AMOW 91719 �rrG • ��rt,� - u�a a�za�vr • �l„�-.,�� �x(sa9)1�- �,rM►: �.�r► DATE BY R E V / S / O N S DATE ACC' BENCHYARK.- Q E Designed by Drawn by Checked by DWG. NO. SCALE KB AfIdK ,T Br. a4>F CITY QF TEMECULA a �R DEPARTMENT 4F PUBLIC WORKS Horizontal , � Plans Prepared Under Supervision Of Q Contractor p �° SEE COYER SHEET AS SHOW � �a�� * _ \ - O O �� Sr. �wco r. �Frrrs �+� PRECISE G)TA PLAN Inspector �� � PHASE .2° Vertical J'�9�' C jyl� �� SW.,iT RROV I71EPU7Y DIRECTt R OF P�U19L�C' NVRKS F ��F� ,9�� 9/.�/os T/�'.4CTMAPN0. 28�1� 07M O&W d OF R C.E. Ab C05JO.,3`8 ZWPAFs.. 5/.V/b3 R.C.E. AV. ZXrYA S L OTS 6- 11 A 71-75 Of �