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HomeMy WebLinkAboutLot 6-11, 71-75 Precise Grading ORAD/NG NOTES Soar° way PRojEcT LOCA r/ON 1. ALL GRAaW SAW1 COWf� TO TIC MV1fF11W 6VRAW CO&r, C MPT R M, Cil 0 Rood F MECUL A CALIFORNIA AS AA/ENOED BY ORD/MNCE 93-04 2. kP A/UM BMDW PAO AND'a1'PA/11 G4GE SWALE R acF SIW L X = 1A: 9RA/NAGE S�WALES SWL 6F AVIVINIM OF 0.2Ar DlEEP AND bF 6MS7RX7fD A A//N/MUM OF 2 f'ROY INE TOP OF CUT OF FILL SYOPa OV/ ter, *j4 J. AWIMUM CUT AV'flL L.SQLOPE = 2.•1. ora.ga. Road Road 4. PROMF A 5WD1E"'BY P hFOY &7W 6W ALGVYG 7;/'W OF ALL o RU SLOPES OPER 5 HIGH: Oft 5. ALL GR401W SHALL BF MWE GNDff 1></E OF A 6OM#Y7NT S'OYLS E1NG/NEER OW SWL CER77FY THAT ALL f7LL MS BEEN PROPERL Y PLACED ANO .p N VO SHALL SUBMIT A RMW COMPA070N REPORT FOR ALL TILLS OVER I' DEEP. *fA NO 28810 TRACTA P oo, 6 A RMSIE74'ED CM E71�^l1V TR ,SMALL S7/l91111'T 727 THE MY OF TFa2rMA� r� fW1NffR1NG DEPAR7)Vf ,, A #RI EN CER77M4TV# OF 00WPUTON OF R060Y �Q GRADING hV AMMMME MfN 771E.4PPMkED GRA01AV ALAN PR16W TO 15YIWCE ��C���'� MAP OF 711E BU/LO/NG PE7?A//T. 62R77RC4770N SHALL B£ TO L. ORA OE, EZfW77ON )PHASE I AND Z"77 N OF C11T f7LL SLOPES NTS 7. PI417V X A-81ROW bVM11,, MVVED 70 A94ME 100 YR Q Sr" ROWS, ALOI'VG TOP OF CUT SLOPES: 8. )9W COWACMV REPORT IMLL &&REWRED FX ALL RZLS GREATER 7)WDUANT/r/ES- CONSTJPIJC�/D�11 lVC�TES� , ONE Icor. 0 WNER EVEL OPER 1 ISN r&L 12"x12" *VT 1kZ7 NOS SPF=0-M5W NIA 9. ALL GRAOM SHWL B`DONE AV COAMAWAXY MITI/ RE2: kWE1ND47VA6 of 11',+E RX4AV AWS P1'P MINARY SOILS /Al f777GAn0N BY JOHN R. BYE"RL Y, INC. a47Z"D JULY 2, 19918, 5740 REET SMIZ7 Sir M, T " OR ,Y. ORA6 y PAY 250 L.F REPORT NO. 5671 (FILE NO. S 9Gt64J 7Wt7 SZ75 OF TVF FINAL COMP40176W C4RLSBAO, C4LIfORN14 92008 2 .IMS'ALL ,� PCW ' J ISiMORIS SMU BE SUBYfl7LV TO 711E£IVG/NEERIN9 LEPARMW,, JyH/CH SMU 76(76/o) 603-80 6Q3 6wl (IEL� AVS'TALL .T" D A�IlE AI/LET NUS .S�°EE D 6 5'f1V 5 EA. INCLUDE f011MOON O TESYGN RL�CDMME)VO4n0NS AND CFR77RC477ON THAT GRAOIVG' 05 FAX �IN 06WFORM#NOE lN'TH 7M-Af-00 fNa 4TZ WS 6F THE` ( ) ( J HAS pP� \ S BEEN DAVE PREL/M/NARY SOILS REPORT. h, \ CONST 04AWN MALL P& MY STD PLAN LtWP SZW 10. 771E C*W71PAC7Z R SAWL AVMY 771E DWINFRAV DEPARWMr AT LEAST 24 M91W LEGAI., DESCRIPTION G)—A57 VL MaY P PER LETA& SHT 3 5 F4. IN ADVANC£'RE"QUE3`TING fr 1,9V LOT GRADE AND DRAINAGE 1NSPEC770N.MIS POR77ON OF LOT 27, TRACT No. 333A AN THE 07Y Ole G� � � � �• INSP£CnON MUST BE A49WPED PR/OR TO BUILDING P£RM/T f7NAL /NSPI-OWV c� .70R EACH LOT. PHONE (90,9) 694--6411 TEMECUL4 6Ol1N7T OF RMWIAF,, AS SKIM 8Y AAP GW PAGES 25 7HROUGH ,TO, RECORDS FILE /N ANAP BOOK 54, OF RMRS/DE CD!/A/TY, STATE OF C•4L/FORNfA � 1 4 3 ` ,„� "�, � , y_ 3 {, v�► 11. CUT 5ZOFU EOM 70 6W GRAM? )W 5'AN r�7?MV hfSrOPES HT AND AZL yM FORMAL 70 GOR GREATFP THAN 5'IN WR170& HEIGHT SHALL BE PLANTED NIIH GRASS 6W GROUND OMER 70 PIW7ECT THE STOP£FROW EROSA N AND INSUM17Y ' ` s SSESSORS A F ND. "' `" f. /N A CARD. VCWE IN'TH CITY! WZOPMEINT CODE SEC77ON 17.06 PRIOf�r' 70 THE �" ��� ��� � I�e%�.�,�� ,� ASF1 APPROVAL 6FRAMI /NSP£C77M.. 921-370-004 12. Ab ITEC SAWL AF PLACED OW Ea'9SM GRnIUAR7 1412 lh£ GRIXIND MS BEEN �; �� t t� IOTA ,4 CRE.4 GE / 44 .- �. � CLEARED 6r NEEDS, DEBRIS; TOW "L, AND O/Wf P ME7ZVOUS MATf M&. k 7.33 ACRES' TOTAL AREA ' a ''�� ` ., � , .✓'= 75 E/11�s/NEE�_P,', -STAr»N1" 19 IF STEEP SZORM 7Fi'P/PAIN OMIA5! ORW #YfDV 1111 /S 70 BE R 4CFD, Thr ,,• � � �� � e ,� �� , 74 / HEREBY CER77fY MAT THIS PLAN MAS Ph PARED &*nFR MY TE7?RA/N MIST BE CLEARED, KEYED, AND BENCHED INTO FRYAG4T!/lw4L SDYL f271R zw �: a2 AN17 THAT fT CWf TO THE GRADYNO' Cl/NA/VCE OF �� ,3 ti � THE CITY OF 7ZrA/AMIM ANO n1E PRELIM/NARY SO/LS RfFORT PREPARED fM SART. PREPARAnAN sHALL APP�P0l2�D Br A REGisTFREo cEa7EGhN/C4L p/L S NG/NEER ► �s` = ': , • f � . FOR rHls PRC"T. E7NG/NZFR PIA'/GV? TO PL40EA/ENT OF RLL A/ATERIAL. f \ 7260W R. BYFRLY Ate: ,. 14. AffAV fiMV/ Q� 0 ER 7X ff AV AM? 7D Ll�YS7RYA;7aDW � � �w �4 DRAIANOf- S71?U0I7MU, TEMPONRY MA/NAGE COWTIPa W011LD BE)WOWMD TO 2257 S ULAC AkF. PIPEWENT AOMPING WA7M AND 04U40E TO ALS OMr PROPE MS. BL"19WTON, GA 92316 Z9YL3` ( �' ' 909 J 877-1324 �° , - :, 15. DUST STILL AF 6 LED BY 07ENIIVG OR OMER APPROWD AIE'Wff.. +r 16. ALL fXSflW AM706F COMMY 0W rhe')MlE2:'T SrrF X67 Ct7NnIN[ .>O RM- SOURCE Of _ri PIS - ^'. ._::� 70 �� _ C�r�M07M SAWL POMOT AT ric nE=Av srAl vs An�nn AT ANr o7h" Pmm of,Poawx cmnVY A/ AN TFA/Pl7R4RY h _ _ ` .` ATH lM/NOL7 LW FACILM3 ARE STAP77AV COMM W77OY EX/S77NG SUBSYIRFAC.E` L(M17Y LW,U ON 110�N ESPECA4LL Y L�/R/A�' S70RM COVD/T/oNs: Pr�o1FC71vE- £ASURES' D S/T£ AR/AL SUR12�Y L�4TF0 MARL^H, 198'9 ,,�`.� � � .� D1RA/NAGE PROMS/ONS V T BE USED TO PROZECT AG 01N/NG PROPERTIES' OUR/NG ' r � MAN�NGS NERf- OWPILEV IXM /NMWATON RIMMED ED BY VARfOUS SOUROSES. NfgHER THE ACCURACY MSP sTRE£r BOUNOARr. KELsoE �• AssaC/A7Fs APRrL 1999 . G/PAD/NG GJpERAnONS. NE-6WPM7ENE,'SS OF THE NVF�lRAA MV ,SH6W IS GL44R�4��TEED PRIM TO C(�STR1�4 7A%V.. /Wf' 00NMAC76W .? -s -= ~"" SJ�fALL l2�R/fY 111E LOICr4170N AND EZEYA7rON OF EX/SIrNG HATER A/A/NS, GAS MAINS, SANITARY,SEWERS, S70AW 17. STABILITY C4LC1�/YAT,0NS #PH A FACT271~P 0)r AT LEAST 0W AW f74£TE7N7hS (1.5J `'� � ���-��` � �� �' ?�_���..' MAINS, RECMC C��; ' LMY AW ANY OTHER U7K/T/E5 #wH A/4Y n NRcT #PH rhf �� •'�"" � �,,,,... ..,.rte„....�...s-+,..• SHALL BE SIBA//TTED BY SOILS DVG/NEER 127 7HE DVGIN FHVG DEPARTYE/NT FOR = �� �, ��� 1 �-~-�-K�- � � � ;a� t �� OFS/GN AND CONSTRIAMOyN OF 7t/E PROP0.5ZV IMPROYfYMN.. RIM ELEYA MS 9VOWIN ON THESE PLANS CUT AND ALL SLOPES OWR 30' IV VER)AX h(E/GHT. _ � = ARF 1E ONL',Y 77NE RIND^ AND COVER :SMALL BE AL�11l = /N 77</E`MZD 70 A070'H 771E f1NISHEO S/RF�4CE OF THE PANEA MT 727 FORA/A SMOOTH LNWNG SURFACE. THE CONTRACTOR /S REQU/REO TO TAKE T1E71^,A77�ArV 4F PAD 33 lC .. DIVE PREC4U770NAA1Y AIMM YS TO PROTECT ANY 6WZ17Y LINES' SH0W AND ANY OTHER LINES' NOT Of" 18. A REG/STF EDM ,SHALL StAbW CE7P , EZEVAnANS, NEW S°ECfF/C EZEYAT7DNS ARE REQU/RED, T1yE ELEYAT/A�V (M'I'TH RECORD OR NOT SHOWN ON THESE PL 446 THE CONTRACTOR MALL BE HELD RE3POWS/BLE fOP ALL COS75 /F AN IZEW T16W NPY RESPECT _M .�� � �� ��, ,�� + �rv' ��"� ' �� �� fOR THE ADIMIR OF ANY ANO ALL L�IMAGE TO 171E CONTRACT Nt7RK OR 727 ANY UTILITY (iWHfWfR PRf 01/5Y Y RESPECT 173 A/EAyN SEA LEYE`LJ SHALL BLS GNF1V, ,E�; �.� 727 ALVACENT OROUAV SIRFACE/S REQU/RED, THE ACTUAL DISTANCE AL90PE THE .-- _ =�'_._ �'` '# KNOWN OR DISCLOSLO WRIA49 THE N47RKJ AS M4Y Bf CAUSED.BY H/S f7P�iAl ONS. Ul�/TIFS' NOT SHON9V AA✓ACE>VT GROUND SHALL BE 031E'N. N X � =.--� t �� 1 aV 711E DRAWING TO BE REZ"7M OR &/ R0 BY 07t/ERS SAMLL &r MAINTAINED BY THE CONTRACTOR. 19. ER19SA N G?3N7RbY: ALL 6RADED SZ0MY -W&L ff AEA49ZV W17H A HYDIRO,�ED LEGEND $ k i ' _ 64 AT 77/E CGW/PLE77LIA� THE COl!/TR4CT 7RN 771E.CONTRACTOR SWL LEAW ALL UnL11 S'AND APPURT- ` 'w ENANCES` /N A GOND/TON SAnSFACTORT TO THE OWNE7?S AND 711E C/TY. " SHEET NO. SHEET T/TlE -.�., .�:�._63, n , SUCH AS AC 4LYA RfWLEJVS Ole? NIN ROSEA ICE PLANT AT 12 OW CENTERS "�'� OR ANQTHER APPROkED GROUND COYE"l P. SL ORES MR 15'/N 1 f 770AL HEIGHT, u /I � ' ���w . /'�/Y/I//is•l'� )V VROO 4IV�L/1, W�'Ifs�4L PL:!'7,��L[/ If//// k�(/ T/fE 5`� .,; g7�l,.fy�A d� �,•.,r- ,......i� hV 1A A 10=i PROPER7r LAW SHRUBS, AR C014/B/NAnON 1r1EREOF. SHRYJBS SHALL BE PLANTED AT 10' 011/ 2S # M w �. -� Y ._. s 1 CENTERS,• TREES, ' ON CENT£IPS,• C0NA1rONS; 15' ON CEN7E"RS: SLOPES LrQNE -°,�`' ,' � - - `� t 1. 7W Ex7.STE•NCE AAV LOOT77M Olt low U)'r l/wy P17°L's OSP ST7VW OW �PLANS 012�R 4'/N vFR17C4L HErGHT SHALL HAl2r PEIPMANEIVT/R/P/GAT/DN SYSTEMS NfiTH — r~ ' ! - -- {�Y EX/S77NG IYATE7P L/11� ,� P�►,�N _ Int` , _ 4 m ' -� _ ` M2�RE �T.4/NE17 BY A SEARLWH OF AVAILABLE RECORDS. THESE LOC477ONS ARF AP1�i4'OMMATF AND SHALL BE CONPRME17 6 4CKfZOW f'RE�FIN7rON DL�I/ICES PER L/.P C. CHAPTER 10.R. r �i - 1---w - IN /Wf,FlEZD BY Th/E L CTOYP, SO ThG4T ANY NECE.S'SARY AGiJUSTMEJVT CAN BE A/ADE/N AL/GNA/EJVT AND1OR MAX --- — 55— EXIS77NO SANITARY P SD UNE t OF 1171E PROPOSED �ROlf-YEW.. THE CONNA07OR /S REQU/RED TO TAKE DUE ARF 2�4UnONARY MEASURES' 70 PROTECT 217 MISH GRADE` S�,G41L 6F SLOPPED AMY FNW ALL MEMO? MUS AT ABMT LE.5Y Fp n � -� � - 1 � �t ANY UTILITY L/NES' SHOWN AND ANY 0TVfR ONES' NOT OF RECORD Off'' NOT SHOWN GW THESE PLANS. �► L1. �Y � � Ea'/S IVC' .SLOPE '��_..- �.. CD THM 1/4 PER FOOT fOR A 0VIMUM OF J FEET. - �- + t 1 � � 2 C E'SSD AF TAAZ V Irl P1RfWW tROM ft7DVfS ASID SMYS 1/417111 tAMRMING SMET MIROPMEMS PmPOSED SLOPE UPON /NSPfMOV GF THE SITES; THE CITY ENGIMFR MAY REQUIRE 1FA/PWARY GUNITE SWALES, ENTERING OR Cu 21. AV 08S1R�C77OW OF ROYI,�I ANkS OR AW7UI& MRff P MRiff .SWI 6r PERI MER � ...., ..... .. ��� ..w__.. .. EX/SnNG CDNTOL/R LEAVING A1PR0kEMEN73. ,.1r �-. 07 ' C 1.2 ALL PR0PjR7Y.aMFRS.,SHALL .AF aMoffY LEXFATFD /N )WffZD P14I1'lR .IV 601— .SED COMOUP 0 COM11/£NCEA/Fff OF ANY CONSM 70N/GRAD/NG. J ALL AREAS M4U SLOPE A MAWN OF 1.OX IV SMFT,% DOW 6W SWALE 1ACE55 07HE7P 5T AMM 2,3. APl°ROVi#L !7F Thi fLA/Vs' BY 771E G'/T)'oR /T5'AGE/V15' Dl�S' MDT REZ/Ef�F ThIE G.B. GRAS BEAK IN' = lOP OF HALL 4. 46AMM S' . 10W /f7PE ARE`f77R R" CHECA7IVG PClI?P00SE3' ONLY. CONTRACTOR IS IPESP0iVS/5ff 713 PfAFt7J�i�/ MS' ZW VLA40 Y TAKEOFF. APPLICANT AND HIS fW1NEER FROM THE R YPOA61 /LITY FOR 7HE C01�P1'�"CTfW ILP. E1/GH POINT R = RA /US OF ERRORS oR OMISSIONS D0/SrOMF PE17 DURING CONSTM0770N. UPON REQUEST, E.P. EDGE OF PAKFAoff T TJr = TOP OF FOOT1M 5. CONTRACIM AGREES TMr hE 9V&L ASSYJA/E,SME A4l7 02WMr RfS9%VSM17Y.AVW " S7F 771E APPAF"OPAY4 PLAN REMIOVS SHALL BF PROMPTLY SUBMITTED 7Z7 171E CITY P.L. DAYLIGHT (106.02 EXIST. IZEYA16W &RIME THE COURSE OF C0NS1WW770N OF T71/S PAMECT. NOL MING SAFETY OF ALL PfRsoArs AND PROPERTY,• 7hG4T # DVOINEfR fOR RfWEW AND APRON-. GS GROUND MOT 106.02 PROPOSLO.EZEYAI W TH£REQU/REMENTS 5MLL APPLY CON77NlJY nY AND NOT�UM/7FD TO NORM& MAWING HOUR.,• ANO THE CONTRACTI7YP N!V WATER VAL kf f G RN/SHEO GRADE SHALL 01f NO, INDEMNIFY ANO haO THE C/7Y OF R/12�RS/OE AND THE E7VG/NEER HA KZS S FiP17A/ANY AND AlL LIABILITY, WATER MA/N f3' fTN/SHfO S(JIPI�AC'f` SCALE 1"-100' REAL LSP ALLEGES /N�'QNNEC77LW JF/ ME P�1�GINCE G?F Jf4]Rlr LW THIS' PIECT, EXCEPTJA/D' f17R Ll�IB/L/1T ARISING a KAI. = WATER METER C/ = CO 17M ,V NT FROM THE SOLE NEGLIGENCE` OF 711E C17Y OF TEMECUM OR THE E7NG/NEE'Pi .. cnF.G. = f1N/SH GRAD 10E = TOE OF SLOPE 6 CoN17414CT17R 7O ogmw AAv Cdll/P,C Y #rm CuAwfw my STANA4Rl7 GIRAINI s w swmf11C4rA%w Al = BENCH-MARK .TOP TOP 6F SLOPE fRLaII MC CITY PR/AR 10 6Yl.�NC LS = L4NOSC IMG T17P/O.L. = TOP OF SLOPF/b41ZV1T T.G. = TAP Of RA/T TOC = TOP OF CURB LDOo-008GR cn DIGALERT _ /*ffT ELEVATION FF = RNIS110 FLOOR 0 AC. ASPHALT CONCRiV m TOLL FREE 4WS 1DWOWAi£, SW 1C�? 1-800-227-2600 I<ECONSUL 77NG ENGNEER- 2 y /NC. 60RW( C&FOA11M 91719 En10 � �YM tMWtA s LAW FEE� DA 7F BY R E V I S / 0 N S Di47F ACCSENCHMARfr• SC�4LE Q�� Desrgned by �� � Che�'ked by DWG. NO. Y 8 � � 7T S ZM� a CITY OF TDEPARTMENT of PUBLIC WORKS cw cx max � £a.W SAVO r!.14;. 1,Mr£ v; -wAt r ar wn=mr ar fMW r.tea ra icMM Horizontal /an►s Prepore4 Under .Supenvwon Of aj Contrmtor W. Now MWAV cwt m;w, rnrw AGY,'EPrFD BYE A�TZ` G / o� -�; �0 ,Mn,rra�r�r�2,torts�r AS SHOWN C053038 o PRECISE GRAD/NG PLAN AaW. , mfrxra tzmvr.�r, t; # - a/�/ 24D D oyREc ram �c wrnnR�rs PHASE/nspCctor 1 £2r ar R.46p" 0" - MUM Vertico/ J',q�' ��, ��� Ste/ ,4K R �97�17 ENGINEER T�?i4CT APAP NO 28810 gem Compff d Aw of is mr�W of�m � ��-\F R.C.£. MV CD530.3� �p��, 6/,30/123 R.C.£. M�. LOTS 8- 1>8 71-75 sh..t 1of 4 w M?AV SV.,'S—M N 4M VS-E I i LIM17S OF /VA90WXY75 EXIST, PROP RIWR 44' 11' RETA/W VG WAU RIW 55' 7' 1 7' 3s' 12' 12 10 12' 14• RAISED 14' 12• 10' 6' 6' PAD 9 S.F. QF /4l�Cllr BIKE DRIWAV DRMNG LANDSCAPED DRMNG DRMNG B/KE B LANE LANE LANE MED/AN GONE LANE LANE 20' 127-40' , X. PAI! ` 3' 121t Or Or Or Ar nOW LNE Ar ,, 't f EX. GROUND EX. AC .S►4M'G'U7' E:Y. PAI! EX. G/4WND A DETA/L NTS .40fi R/TA R . DTjVk. 17 N NTS 'L FL DOR' PLAN 1 fL OOR ,PLAN 2 FLOOR PLAN J NTS NTS NTS 3' SEE L !'LAN FOR D/MENS/ONS 1.5' 1.5' 2 2' 2' 2' CONC. DRI IefVAY a fv' CONC. DRI'TWAY FF FF A a At .1 DEEPEN FOOT/NG FOOTING 64 h � O O Sf mC7701V —B s BACK OF ROLL ED CURB NTS .SECTION C-CC. 4 SIDEWALK OR EASEMENTNTS do G. FLOW RIW 00, • 111111 ,wPilI MIN r 4• MIN kv • c 1.5 6• 6• r AW MIN ' DI (M/N. 8Yi?� " 7 f F 1°� AREA DRAN 2X 1 M/N I r 2�• rrOL v DEEPEN FOOT/NG UNIT 3 I .FREP� CE 1YCA / RE TA/N/NG WALL QI MIN 2 SEC T/ON D-DECT/ON -E NTS NTS IL�— -- •� a� a� g Q a Q a RIW R' " c; 25• �� Q O O C11 C> Q 12.5' 12.5 0o8•G'Q4OLc- � S���CE TYPICA Z Z 0 T GRAD/NG , 4 2 2 � o os C� R p +►H r� , � TC f pE �,y NTS MAY -�- 2x Or 2 Underground Service Alert J Lu CD Q Call.-TOLL FREE In 1-800 TYPICAL STREET SECT/ON H co 422-4133 NTS mv mcorm am &7w mw ONS MMW AW, %5AKf COYVSUI TING EJVG/NEER.S /14/C cr, r5if� u • — L"GLgffagw A? MV)"V-0" ICY jV0)2J'-J= mw. loft0loozomm DATE BY REI/ / S / ONS DA ACC' BENCHMARK SMILE Designed by Drown by Checked by Off, . Y • m �,Ke�p SA TT SA �'rO1� erg �''"F CITY a TEMECULA DEPARTMENT OF PUBLIC WORKS 4--j u, HorizontalContrator AVons Pr aporcd Under Supenwsion Of 4 SEE COVER SHEET AS S�/omw �30A �'°'�' B'.` �'''>F:` PRECISE GRADING PLAN a Ins" tar * �• s/30/'D3 . 6 f I. 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AwIV \ (�� `� 0� .►�` O o 9 � 4 S ' 2/ r� \ •` O �rj 09 w Ar CURVE TABLE `fj ��f N� M '�' � s, 3 •Spew/o DELTA LENGTH RADIUS �, - • CURVE TABLE URVE DELTA LENGTH RADIUS TANGEN C1 89'30'32" 15.62 10.00 9.91 Opp \ o C29 88`51'40' 49,63 32.00 31.37 C2 20`15'06' 14.32 40.50 7,23 �' •� '� C30 BD'51'4D'. .24..04 15.50 15.19 C3 19`53'32" 17.19 49.50 8.68 C31 00'20'36' 0.30 49.50 0.15 C4 48.08'49' 34.03 40.50 18.09 a QO.0 D 1 ad C33 18`37'08' .09 1649.50 $11 C5 17.33'01" 12.41 40.50 6.25 A N C35 44`18'29' 31.32 40.50 16.49 C6 40.06'39' 28.37 40.52 14,79 N�� C36 18'0313' 12,76 40.5106.43 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 � r C38 46`15'17' 3 ,70 4D.510 17.30 C9 1 04.44'05" 7.23 87.50 3.62 C39 91`08'20' 44.54 28.00 28.56 C10 23'34'04' 35.99 87.50 18.25 C40 05'04'16" 3.58 40.50 1,79 C11 15'52'34" 37.82 136.50 19.03 b 4 N 9� C41 19.44'29" 17.06 49.50 8,61 C12 14'48'49' 22.62 87.50 11.37 ti �� 9? C43 03'36'57" 7.10 112,50 3.55 C13 11.43'04" 23.01 112.50 11.54 " C44 09`05'19" 17.85 112.50 8.94 C14 17'22'12' 34.11 112.50 17,18 / 1 C45 010*M D9" Z6 1655.00 0,28 C17 28.18'08" 43.22 87.50 22.06 1e33� 1 C46 64.11'26' 45.37 40.50 25.40 C19 28.18'08" 49.40 100.00 25.21 C47 641Y261, 45.37 40.50 25.40 C20 87.47'43" 49.03 32.00 30.79 pp © C48 65'22'01' 46.21 40.50 25.98 C21 63.02'28' 44.56 40.50 24,84 © C50 DD`D2'102' 0.95 161010.00 0.47 C22 63`02'28" 44.56 40.50 24.84 1 ~ o C51 44.45'16' 7.81 10.00 4.12 C23 19'21'38" 16.73 49.50 8,44 j D C51 44.45'16' 7,81 110..0D 4.12 C24 47`13'13" 33.38 40.50 17.70 S S7 C53 44.25'50" 15.12 19.50 7.96 C25 17.02'21" 12.04 40.50 6.07 44".25'5101. 1.5,12 19,5.0 796 C26 17'02'21' 12.04 40.50 6.07 C58 3' 453'52' 14.94 19.50 7.86 C27 47.04'56" 33.28 40.50 17.64 30 •j0 90 C28 16-42'12'1' 14.431 49.50 7.27 DIG LERT sCALE >=.30' I TALL FREE 1 _(„�ONSM1crIONNolys ....- . .. . - LDoo-ooBGR 1 -800-227-2600 48 HOM BEFOM Y«, CC 4M� � Ari, .sem 2n2 CONSUL TING ENG/NEERS, /NC. COMW our 91719 MOWDW • A%%fWnW - GO7 MMOMW 0 4M)279-4Ml AW tVM) ?I'V-Mo e: m&omwmmm DATE BY R E V / S / 4 N S DA ACC' SENCHMAR.- QRaF� Designed by Drown by Checked by DWG. SCALE �/ AICIJK TT SA B CITY QF TEMECULAMPARTWNT OF PLIC acs Hori�ontn/ Pons Pry iwd Uq&mv . ion Of Controctor �° ��s � o a C053038 � � AS SHOWN ACCEMM Br PRECISE GRAD/NG PLAN .SEE MYER -MA27 ,� f. -G/M/03 # r4 �,,,� d - /�-- o o � �rr5 PHASE � Inspector SAA/ .4W84RP0UR DEPUTY DIRECTt R OF PMC MVMM Vertico/ J'lgT Clvit. - MCrMAP NO. 28M Date Comolt ' Cr Cx- R C£. AV CD.5.30,y EM/firs.- 6/,30/6.3 R.C.E. /rl7. f97," EXPWS 9/30�� L OTS 6- 1141 71- 75 swot 4 co 4