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HomeMy WebLinkAboutTract Map 21760 Lot 1-115 Precise Grading t i LEGEHD o � � o �'� ,��•o a�.�. • Ase Hct:. : •._ ,/� . . T.C. ---TOP �CU.PB A�,r/�' ,te •" . /�1►/! /�Y�'E.PT fLGi�l✓L/AYE - N10FIA SE47T101V it-A SECT/O 0-40 , ,OP /1=5V /V/M 102S/OE Y4.40 s4aAms sz[F4rne ovw eewe Y4,&0 SLGiAL-S 42e"T£l TAi4,V-S'AV Ti.17,V S'ry rE.&riCAG NEYba✓f F.S iiA'rSy£D SU.fF.�'£ 5 relic/ 5*/A/ i F•4. F1,05AW GRADE Of /w��.0 3'M�•v P.E. f�tD F/FViITICW 7r rac t t4o G'f. GA.rAGEFLW�r .rlr/�tsicG b•/�//✓ GI�Ii�►! � ■ �• �• , 'rX,,y zejL ,l oma. To Carom To Aawsrs. 2 1 '7EilD ,WV6i!T S£Ll"- 71.41W ' i flly1? 10t F) Ian - 4 irarcATEs �txarSECT/c�V C-C ,�� ' 40 ETCH B+�/�Y Q� S •� ' `% Project Site ST,�T l/6,ri1 �.wilswca � 7 ` T u p Ar/1, er _,�+, , e ,, ® T R. 22204 'es P•� fir' E - .a *X �+C/�� /� r'O ABOYE[�iPaGlVD E[O/►'-Off M1ff 1r 4�; �- . fXTiP.9 OfPTit/f�T//V6 4s 4, Ar rs 10, y • SEINER ,sE�PV/CE �� ' �jEeT^lZM& wa,l_1_ WA Tfie SE�PVICE hpl Y .t4 NW a3 sA 1 o.b1' tr 4, .p G4 1J 14 s r / 463 7 S 4 f I/t To San O•Ns alto t' •' z•� aX �/ xe !4 s3 ` ® A• s /ALT 44 /N 34 41 s eve. 9a s` 37 /B 39 A0 41 el /p POM Vlcy Map SECTION 0-C scNa t'_ af►SQ' WiTH RlTAINiN is WALL 67 IS /9 5 64 63 7 I4 S S 4 /W INDEX ZOO' P.V.C. 567 C*IkVM Wn2j d 1. All grsdt'M shall conform to the Vaiform Suildir-g Cote,Qs' C Chapter 70, as amended by Ordinance 357. A0'M/'v ,� X - INC":RTES CONSTRUCTED UMTS 2. Pinimu■ building pad and drainr.ge swele slops a!-.il be i:• if cut or fill is less that 10' , 21 if cut ^r. til- V/S�/ � � is greater than 101 . Drainage awales shall be a minimum of 0.2' deep and be constructed a minimum of 2' 1 BY DFSCR1R7*10/11 00PPIn DAYS from the top of cut or fill slopes. A A C C BEV/SED FG�TPR/A/T LOT 9 +�l•�s 3• waxier cut and Lill slaves = 2:1. 3. Provide S• vide DY 1• high berm or equivalent #1=9 the CONSTRUCTION NOTES QUANTITY ESTIMATE top of all fill slopes over 5' high. $: All oradinq shall be done under the supervision of a ITEM competent soils engineer who shall certify thet all .� NO. QUANTITY UNIT till has been properly placed and who :,:Nall subsist a n 'C final compactioreport for all fills ova- !.' dee7. lO G1AN5T. �PE7?//N/tiG .+NULL PER R.C. AA607'Cis Q O8 G� 900 �F s. A Registered Civil ingineer shall sub-! to IIIc 1 , sr'stio'9PA g y p -•ificacion of r Building and Safety Department written ce.� completion of rough grading in accordance with the "4' + approved grading plan prior to issuance of the • ZO CST /� JlallL /'�R pET,9/r Q,y S/yT/r p/p building permit. Certification shall be to line, grade, elevation and location of cut fill slopes. `�� •� Y 3O CONST. APET,4�iv/ AWZZ PE,R'A%FM/L®Ow,9//,- ze 790 elf 7. Prov'de brow ditch, designed to handle 100yr Q Store flows, along top cut of slope. I- Final compaction report will be required for all fills greater than one foot. - y*1rA4 do/jW 9. All gradin shall q be done in caniornlanee with — recome•-ndations of the preliminary soils investigation GENERAL NO . ES FOR RETAINING WALLS REV/ / ' cIGNTON t ASSOC., INC. dated 6/16/89 PROJ. .1189o3OR-n7 Two sets of the final c mpactian DATE OY DESCRIPT/ON /4PPb DATE report s fall be submitted to the Building and Safety L MASONRY UNITS SHALL BE GRADE N FORMAL WEIGHT UNM 7. vr.Kr .AL.REI WMCEMXNTTO BE HELD Lt yLAM AT MP,90 L I Department which shall include foundation design CONFORMING TO ASTM CK LATEST REVISION WITH A MDTDAUI[ AND R 1c. VALS NOT EX ING 192&A.R LLA!-METERS. 7-ZI-13 9BF5 RE b/A/ Lp /o 2- recommendations and certification that grading has been CObUTESSIVE STRENGTH ft) OF 1.5W PSL done :n conformance with the recommendations of the A• 4,LL Foomc;s SHALL BE 12' hdN0ftTM VITO %MPETZ-wf 52-579- §A-fo REVISESETS Lo •" Preliminary soils report. L MORTAR SHALL BE T+PE S AND SHALL BE r1tM -Y PMAIU D AND L-NDLS'RJRB11 NATIJRAL SOIL OR� �t? C011,.PAA-'fm iZT1.OR AS 10. The contractor shall roti! the •uildin and salet 1/2 PART LIMLY MLSUT IN THE RATIO BY VOLUI►43S OF 1 PART ORMCEMENT, NOTED O.\ 7LANS D l 5 FedrftWTLe7rSZ SC Department, 30e0 Lemon Strict, RiversN�ie, Telephone 1rI PART LIME , 3 1/2 PARTS SAND AND SHALL OONrORM TO Depar a at least 23 hours in advance requesting ASTM C_'70. LATEST REVISION. or f. PROVIDE EXZ'wNSiON 10>r1'i5 AT 3Q GJC PER DETAII. 9//0/ RBF b CHANCE Foar,�,PiNT DoT n,z3,�o,7B,B teEvlsegootnta coT/7-2,3 !•O-6T 7ff-A/ finish lot grade and drainage inspection. This 3. GROUT SHALL BE FLUID CONSISTatCY AND MMM IN Tim RATIO BY 10. IIILOM ARE r X a!'X 116o OR IT X r X W AS APPLXABL$WITH.�i:.ISH //-S-93 )?BF /,\REVISE fO4TPRiA/73 i.107S B, //,/2,3/,33,54 inspection dust be approved prior to building permit 7S-T7 I f - / final inspection for each lot. VOLL-MASS OF 1 PART CEMENT, 3 PARTS SAND OR 1 PARI CEMENT.3 CCU-MORTAR JOIIdTs �PEV/SE GRAD/N6 LOTS 6-/6, 2A-�4, PARTS SAND AND 2 PARTS PEA GRAVEL GROUT SHALL ATTAIN A l s! `,! 7, SrG -Its �• 11. Cut slopes equal t3 or • 1QNIMLTM ULTLMATE COMPRESSfVE STRENGTH AT ZS DAYS OF -.= IL CONTRAC'TOR 'h0 SU83+IIT SAldpif OF BLQC7CS PlflpR TO S?,SR'f OF greater than S in vertical PSI. CONSTRUCTION TO OWNER, :NGINEER FOR A-MOVAL 2-259 /Z,BF REVISE r`DorPR/n/T5 LOTS &4,75:---77, height and Lill slopes equal to or greater than 3' in RE vi r.,eAZ)/nrb , 3�2Y vertical height shall be planted with grass or ground SOILS E N O I N E E R AND GEOLOGIST O W'V E R / DEVELOPER 4, CONCRETE SHALL.FIA,'VE AN ULTIMATE COMPRE55IVE STRFr1iC'rH AT 12, BA�'1bLBVG SHllis. HOT BE Ppf ESS Ivy cover to protect the slope from eros ion 'and instability LEIGHTON d ASSOCIATES BURGESS DEVELOPMENT 28 DAYS OF 2,000 PSI MMNIMUM UNI FSS NOTED 01TERW SH. F MrTT>s0 UNTII. AT LEA-SI' 7 DAYS Q k AFT'c.R THE WALLS ARE BUII,T. ��'��O�1. �►• Tye f7d� � 04It.�r1� P4G�s! SIM in accordance with Ordinance Number 357 prior to the 77715 JEFFERSON AVE. � S. REIIVFORCIIVG STEII.�HALLBE DEFORMED BARS, CONFORMQiI,"TO V�` *i' sr" p1h�wliD dfKf. pl,I4�l1L �¢B approval of final inspection. 14 CORPORATE PLAZA 2S. NO REVISIONS SHALL BE MADEWITROUTMORWRTrra4APMCFVAL � �, GY C-0004cY sF 910DOXI E CJTlz 15. Dust shall be controlled watering or other approved SUITE 109 Sl'ITE 150. NEWPORT BEACH, m.A6li, LATEST R$VISION AND SHALL BE GRADE A NEW BII.LET s ��p '° s� tae MIEsa f� s � � RANCHO EALIFORPIIA• CA 92390 OF THE ENGIIdEEIt µ4 �1�fip',tlt0 C methods. CALIF. 92625 Et1P 3131192 ��+M�iS - 6. ALL.BLOCKS SHALL Ei LAID Tn MAINTAIN VERTICAL.CONTRAIrTY OF g '+ `OCS&A.1 AS 0k .• wgi ftw•sje N GLO&V TEL. (714) 720-9771 TM CET I TO BE FILLED SUCH THAT 7MME IS A CONTIId'[JOUS W tRUVME DRAINACM 9YS7EW PR PLAN. �,/ �.�� 20. Finish grade Whail be aleped away from all exterior walls at not less than 1/2" per foot for a mJnL.uum*of 3 LIIiOBSTRi ICI r�D VERTICAL CELL MEASURING NOT(FSS THAN T X T � feet. +KDCXS '1 MALL BE LAID 111.RUNNING BOND. Alf OF II&L la. LOOSE MORTAR FALLING INTO ANY CELL TWA' CONTTA•NS VERTICAL REINFORCING STEEL SHALL BE 'EMOVEO PRIOR TO GROUTING C L CNANG LS LOTS 5,39,4/. =,/OG,//3; , _ Al 62PO& /- 3(.4� BENCH MARK BASIS OF BEARINGS R•Cvl6,,--O DoT PR/WTS L.OTc _ pEC.?MMENOE-, Fr1R $I(,NATURE �'` CITY OF TEMECULA SHEET COUIRT OF RIVERSIDE A.M. NO. Ir-MBI ly` BRASS DISC 111 CO11C. MINKR LOCATED fR0i1 THE i1ETE"*SECT1d1 TNI KM= 900 NEREON ARE BASED � lNRTTOM � Cloba? CBe1Z.-Willlr?1: 1 I-90'r PoRy. VISIA RA ..................................... 44.90 /09.09 8 E / / Oq� yrs „��iio3 p No � ��. •_`� ft � 095 o Ar �► ` of° 10Al S. 7F 40 .4o 4b - •r �. \ � � -- Ste. � / � ` ` ' �, •.• �'-� OIC � // �, _ ' •, � � 4 ® / C?7/t^ST•�ET.q/H/�K' A�?1L[ 1�.t' �C. W OOEPT ca r 4404 .60 G Ir � W' e r s � ° � 4 h sem• Q �� - C• tiv 20• 7. Af to, .311111,JU r © l n it �1 !d i JJ V r 1, 14 J NJ r�1 —ham 11 _• - 41 �1 - i' r' r3 L _ . _ ; — J • �- .OEV15ED FDorPR//VT -rLOT /7 2.3 RECOMMENDED FOR SIGNATURE / REV/SED Ga'4z>1 4g - LOT /7-z4 / CITY OF TEMECA__, , SHEET _ L A. 7j REV/SEO FOOTPRINT- LOM /C. 2 �, _� 2. . /l e�q� RdF REVISED ORADIM6 -tor5 2 M•- 7 �11Z,W am9%st M c54ssw a�S T RAI.'' NO 21760 M �MP� ; PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS WW UWA2 r 28765 SINGLE OAK DRIVE SUITE 250,RANCHO CALIFORNIA.CALIFORNIA 92390 f (7141676-6042 , I • e�, 2O PE CST & 6A ADING PLAN � qw . fit • ; � PREPARED THE S NOF: �lN�IN S C ASE / _ !'Tf Or p,`!'+► ` DESIGNED JOB NUMBER (_f DATE SY DESCRIPTION A P D- DATE j { I } L a - m 1 0-1- MICHAEL A. TYLMAN R.C.E. 43090 P. 3/31/92) R E V I S 10 N S CHECKED DATE • I dN 1578¢ g I ! 1 1 a 4 ! 1 1� ! r l l ! It ` _ — I s t ,. t�_ 11 t 11 �I�j tl oft ; ,. . 1ti1w t ft- 00, It 'ol _ — .. Exisr Jkg- fir �4 p w ''wry �f \q /• - Z sr h Q - - - - _ - - � � �� F6 • �! S{ � �o b `gyp ' •.l - i - bo _8 o + _ 00,/01\4 •_ 9 {: 5 ,�,� 6 so. 70 A r \ Z �►�vt1 9preIMP •f 1 f N v - - - - - - - - - - 41 .O mac.45 _ �C ° ° 30'- (i0�cl TIC�(r•/�/r /V 0r4 W - W fi� 'hia 1Tr- s . r I 1 /O CD.�/ST •�ETi9/� � AV." l�,P ARC 11' �PL�TA/N/NG JW7r. GOI $ l •9 .l7•�.!/G�/,QD N - s MUS O Y :, % 4& N. _ I EXAPE ST//f/G OC'O,bST / �IFIL 'ol LwTf L * 'T /Z �Y - - — — — — — — — — — - - - - apAf/Alt $ Z4 ,� { •— • rr.� w � fs• u �s-� �8 61 Z s „rt • /j0.�SA ._--� -- - _— to � � 1 gS.Z 'f .f .c? i . ,� j SIP V41k IS i 0 N, r — r _ t ,(.• G at 401 to� * ` .0 r � . \� \ 1\\ 11 \\ \ r '� — \\ •� r r f \ � i1rr ; I � 1 7 c / g SPE✓/sF FOOTPRywy LZI // /Z, 31 RECOMMENDED FOR SIGNATURE REY/SE 6RAGVn�4' LOTS /%-/ If;3/ /�- I� SHEET A. v0fIsslo y�� N �!► r� �, ITY OFT MECULA, 3 �Ct �iaMCF bSt� SSOClafeS T r� �, T_ PAC rho. 21760 PROFESSIONAL ENGINEERS, PLANNERS d SURVEYORS !1!765 SINGLE OAK DRIVE SUITE 250-RANCHO CALIFORNIA.CALIFORNIA 92390 or amft * � (7tq 676-8042 ' � tt s ►RERAREO urro>`R THE au v�rsr OF.' °R�""e""_ot H. i�"140 PLOT do GRADING RL A to ! c r DATE 111 DESI NEO JOB NUMBER D1 � u VATt DE>:tRirTi011 A►>•h DATE MICHAEL A. TYLMAN .C.E. 43090 1 3/31/92) R E V I S 10 N S CHECKED DATE 1/v Z5 789 soft :�.10 A'\ 01 owl _ MIN /1G 00 dom IT aw ow lop o aw am r4. © O COMST. .PL�Ti�/.t�/it/G /�/r11Z P��P.1 e M L \ �,,�/ - WAus�Ex/ Lir. B }� S_ sT.4.uD19.Pp WAW- 1 �( \ :.. J.J.s� 't t - - ZO G'oit/JT��7:�/yit� /JW!C t O cal M,77 /2 % ` fig R � ♦ � 6 \ t 0 'fir't�H/�f W iWze �1x1.7/L loop d .� IF .►r Ali 3 � \ Fs. - '_.%I�_ o -�. ) Ev op op, ol- lop ool dow dOp dop t \ 1 f 1 1 yT 5' � \ dow �`�`_ ° •op Lo IN dop lop ov dor dip 10 c 1-1.0 SEE SHEET 5 f 7-2/-93 RBF RWy1JE -TIDE HARD JWMACRS AN 'l� RECOMMENDED FOR SIGNATURE . ��� �► SHEET CITY OF TEMECULA &RAD/N6 FDR LOT /O _ L� TRACT NO. 21766 _ '�Bcttl,'�W171iam�F�st C,� �issactahes �----� - , � 1�� Il-B•� �2dF REVISE GRAD/NG F0,�2 LOlS 6-�O sr /tAc �j 7m ) PROFESSIONAL ENGINEERS. PLANNERS d SURVEYORS 32-34 REWSE FDOTPR/A/T3 (ATS IM13 SINGLE OAK D" SUITE 250.RANCHO CALIFORNIA CALIFORMA 923" J (7141 575-5012 D f 33 Tme Of: 1p!-JS RBF ®REY/SE FOOTio�P/NT LDT 3 �+ SCA pL'.lT dPADING PLAN 12 DATE D1' DESCRIPTION A►P'Q DATE DESIGNED JOB NUW6ER I 1 V1• pA'IE lqe CMAEL A. TYLMAN R.C.E. 430!0 1 . 3/31/921 REVISIONS CHECKED PATE MI loom EE 1 't \ ♦ I '/-0000, 100, iii \ � '� ♦\ \ \ ��/ `\ \\ \ t! or It \ \ 41 /j /i AV 1 , .op �C � s . \ � \ \`\ � Ci ` � � '� r ,, mss_ �` •G-\ dp all �or If ob Ksl NF / Ilkh / , / ' 1 �s � � '�' � \ \ �/ - .a Hca -e� •� -G9. �.� / c� y0• -.- •n ISS. �\ ` \ � � -? s'�G• _ "'•'`+ . _ 1- \` .. .p • \ Of 4& { O? y ab 40 Loo / / p' -� •j �ry F . \ \ \ -cam �r►� h q�, � `�" atu ? �� fGIs of s -�_ • � � � ` \ f�► �Q Bis �f � > � o_ c�` ��'�' � �� �'�� �� � \ � � tr,• ''' Irk � de 00, s \ d s � ju wr ca / >* \ lop 1 mr de le le SCALE: /���� '� / / •� sr ,�� �j \ \ .` / / Jol 400 "b Ao r o11kpFESSiO -4-J4 �'E 3 2BF CNAnMODELS LOT.5 35,41 ECOMMENDED FOR SIGNATLIRE # SHEET A T r y~Gj RE V/ &AND/N6 LOIS /-S, .3b-+l CITY OF TEMECULA5 W _ — `Beigt�lamCFr'bst CI . - —. . NO. 2, �s� �11� s 4 PROFESSIONAL ENGINEERS, PLANNERS A SURVEYORS Ex► 3114t M?"81"GLE OAK DRIVE SUITE 250,RANC1.10 CALIFORNIA CALIFORNIA 92"0 (� (7141676-8042 SCALE PLO's � OIAAbING PLAN ar � P41ERA11EQ TF1E Si,tP'ER'VtSt F: DRAWN G► 3// /1 G /"=Z0 �... DESIGNED JC6 NUMBER +�f OF CAIS DATE EY DESCRIPTION Art�0. DATE L MICHAEL A. TYLMAN R.C.E. 43090 (E 3/31/92) R E V I S 1 0 N S CHECKED DATE MI 4//V 1S7B4 , r r - 1 �T- ! `lS 741 / pA�qrl ijkk / h h . ti o 23, _ -- 1 cV*J7AWo o. O/ 11454US • t AWE -1 �TSWl", a FVeL " P .ter of 45'50"S . WWW-,PGr SCALE : ! s'�` / ♦ �• / / � 1 .i is• � '4 -tom �; / \ \ i V soma / � atb � / 1 1� • w / 411 / os. ., l ?3 � \ =amu � : ! � -��-�-• X11 �{ \ X � g ~ t S w \ \ / cO� 1 _ 6%4 a u \ — — IL G7 MrN. _ 'A No 00, /SEE nerr . 1 i r 1 `Y rr w r It i� r r rr r, , '•J i . ,rl r- � r�rn� 1SI �1 1 4 / 1 •`1 �rrWr �r :s _ ` / / ' - _==�- _ _rte r► r - / rr , AOfESS+1O/r IPEY/SED FW71PR/MT LOT'S GG 67Gd, RECOMMENDED FOR SIGNATURE A rk� a �3 RBF © 70.73 eEVISED GRAD/NG LOTS ft. . 7+. / �•`�: �''s�7 _ t-Z5�94 CD _ _ ) SHEET 0 &gA.OfN6 REVISED /LTPRiVTAV �� • C No. 21760 6 ' EW PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS s « * 28783 SINGLE OAK DRIVE.SUITE 250.RANCHO CALIFORNIA-CALIFORNIA 92390 (7141676-8042 G ��`! � P}tEPA THE SU OF: � s C'=20' , T�t �e Gs L �T R A d�`s M a�N r 2 I o► f Of `\� DE IGNED JOB NUMBER � DATE 9 OESCRirTIOfI Ar*•4 DATE DATE MICHAEL A, TYLMAN .C.E. 43090 27. 3/31192) R E V I S 10 N S CHECKED DATE Y - - ... - j A � .. • 1 f ► -.. -. a •. a... . - .. _ - - - _ - ems.. s _.f •_.. 1 * , a - :a ,. r r - - l 1 b 3 ion`•�'�•- MAI � , I n 1 !let t ter. qk% - V •s -�� ,�b• �.1 O O , -J 1 aw ALL 'wrg1NlA+ie< . 1 "ccs •' E�is>'ias a ti fo lee. DEpr AF / Q8 �• � � ri � � � � � •b o fb• s �, •�fit• `�� � �I a� A 79 TA. IV Q d F 0 i 877 { J? EX/ST. WALL wjca '01 EE ------ lrj P ~ ` s � O t u e. I 'p3' ui � x •�Q � m c � IL ''' ...�c —-h t� W / EX/ST WALL / --- W T-9* � � 1 ! r t •'� a 44 �. v L!Ri- o / o o ' dy � � � 6 � IZ�•�_ I fx r- JB lei r I � 1 +o , 1 41 _ _ ,1 L CPO Lj 1 1 ,PEV7�7S5E70D'D FFODDTOPTR/RiV/TVTLOLTOlT L37-GS,B%O75-7 - r RECOMMENDED FOR SIGNATURE RBF E� V/SED 6RAo/MG LOTS 6b2 71#40 T- YOEMECULA SHEET A. //-/-IS MSF BehjWi1am7%st ssmrat REW-07D o,,� -65F 75-7 T �CT O. O - W PROFESSIONAL ENGINEERS, PLANNERS A SURVEYORS R"15=1 foOr�rgvT LOQ 75-T]. 20745 SINGLE OAK DRIVE-SUITE 250.RANCHO CALIFORNIA.CALIFORNIA 92390 t-2Jr �F •�/L�//� j *31197 ' (714)676-8042 QH �s P[.oy 4i Gni ADTTD PL AN r2 o� • � � IRERA uneER THE SUPERYI NOF: DAAYVfI 5C E , 'rI C Q� DESI TIED JOB NUMBER A, '/f \gyp . DATE t► DESCRIPTION AIt•0. DATE CHECKED DATE O f C A� i DATE MICHAEL A. TYLMA R.C.E. 43 0 P. 3/31/9 ►pocbd!E:- 2/0 R E V I S 1 0 N S 00 ` saw II 11- - Z1, ♦ 11 1 tQl - 11 ' ` 1 ' 1 i 11 r J �� .�. -�Q 1 .� � ...•..-.-fir"'... - S moo ON _ o n GO U. ct ut � o 4 91M 1 � to (• � �33 ►� s woo ' 0 1 i% Z 3� � ( . �1f K _ 1 f9 x15t ,t s r- 1 �n �i + E 1 /� w�►L'- Ru.o U. Aft r PIN I0, 1 .r h ox LL IL c� • t I •r 3 �� A OV 1 �' Z' 1 07.T /Ir111�iP.+rG' Opp r''�� 1.23 T� i "T LtF,� 4'.S'. S'Ti9/j�jJjq•PA O u_ l �' � �' � ,r ,� � � . � �,-'"'' �•� � AU ,��rriu� mus ��rr pr1v®o� '�'c���.r Are � {� � APE EX/ST/it/G •- P. 00F 0my xoq- SmLE: i'■'� 1 de lop VVALAL � ' 1 ant ' 0 Ap `! f K lip .000 .00 i . ` SEE SHEET 9 7-2J-J3 RBF &rWAICE AwDEL LOT 16 REV/SE 7RECOMMENDED FOR SIONATUflE W'%; �, OF T_ EMECULA"� SHEET Cl1Z.�1S1Y7� RACT N�. 2176p 8 C.0 �1 ^1 r, abo >a'i PROFESSIONAL ENGINEERS. PLANNERS& SURVEYORS - S/DErARD ,SETEAC�!'S LOT 59 - - SMS SINGLE OAK DRIVE BUTTE 250.RANCHO CALIFORNU.CALIFORNIA 92 90 9IN RSF (� '�E(//SE FDOTRQ/�1/T LOT GO • fxF 3r3 '�2 AEV/JE G,CADIN6 S/ TH7.72 /iE est Of: f7141676-8042 s C AL ,ems' ��AQTS s8 a �IAWN PLOT 'GRADING ' PLAN j i-e �� aeF ®,�EV��s�e�ro tirc cors se .s9 s2-es M�- r1z4 ,8•,, /-_�o Cry DES! NED JOB NUMBER DATE 1Y DEltRt►TION APP'a DATE ,LO CHECKED GATE MICHAEL A. TYLMAN R.C.E. 43090 P. 3/31/92 R E V I S 10 N S F I 1 i i • or _ .000 ' 00 op . s or 1 \ \ **\$\ �_\�, G'ON5TRi1GT10N NOTES \ ♦ is\� 1 \\ _s•� �+ll \ \\ `�\ \ \ \\ ,Y �_ � / GON -7 2ETAININC-v VV PER O R.C. DEPT. OF 6t5 SrANPA)u 11 000 ol ' 1 i de oe 0 � � _ ,� tea• •� .- TZI G 3N- i 607 o FG' . '►,gip / ' i 0 10 G _ D 0 �J.1 '` Q- � O �. \ ��G � v` �s- �'•s�is• . � ' ' A Lo All 44 �o • � '?' 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DATE DESIGNED JOP NUMBER DAZE �• � _ ZO G- MICHAEL A- TYLMAN R_C.E 430 • xP. 3/31/92) , R E V I S 10 N S CHECKED DATE S l! r 19 , x.o low4, 547 oj !_ ! ++� w + r' _ fG• /°!�/035.0 AFloss 0 - 1 64 53.2 ff EIS G- C A c� l + �/ Fl., �.8. /% P —�� s I 1 G n b4.� 0 832 Z — -- 3G/2_ ,G 5F.GO I ILS e F� .e 53._0, 5'x.7 m T5. 54.9aw. MAP 77 ? s•E.3 —/�'- o • I a G. — _ I o F.G \� � _� �j� //Opp I � FL�G.B. n .6& i.6 F.G. /B"• = Will FG• ;; /app, I ( I FO /OG i 47 Q c s1 c No � � g�. 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ALL \ ` \ � `\ t DRAINAGE SWALES SHALL BE \\\ \ � DIRECTED TOWARDS THE DRIVEWAY. \ 101 01 1-5-92 RBF REVI6ED FST PRII�tTS, LOTS .¢�] �� /!(!ck RECOMMENDED FOR SIGNATURE Iliam`F�vst�. - I07 REv�sEo ►vEs '� CITY OF TEMECULA S H E E T 1L. �SSOC1afeS TR N 217 �� v/� _ r1 Lois 48 # t 1 , �. s PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS -Z4-93 RBF REVISEp �-.FtA[�U�16�F�.ES 49-So TO '�-� . = t� w�o�0 j I • 28765 SINGI f OAK[)RIVE SUITE 750 RANCHO CALIFORNIA CALIFORNIA 57"t90 Y ST^tjoAe / (J GOhJFOQM TO GIT f>R' IVB -,a.676 8037 - PLOT PREPARE UNDefl THE SUPERV1510 OF CNAN6E LOT�d FitONT rARD alAwN SCALE GRADING PLAN 14C ' 12 • . .l •\ w ! Z/"� �f SETBACK FiPGM 2/•tD ZD" IV V!� DATE by DESCRIPTION APP�D. DESIGNED JOB NUMBER DATE DATE 3/?� MICHAEL A- TVLMAN R-C.E. 43090 IE 3/31/921 R E V I S 10 N S CHECKED DATE dN 1�7d4 I» 1 1 1 \\ EET 5 1 O 1 ' SEE, 2.7 \\ � N to ` ` moi 1\ N.P � � •' A O 1 FOR YARD DRAINAGE, SEE TYPICAL SIDE YARD DETAIL ON SHEET 1. ALL DRAINAGE ' SWALES SHALL BE cv . . x \\ DIRECTED TOWARDS THE DRIVEWAY. \ s ol \ \ \ � \ 1 i J 1' �1•` �' 80.4 ol C ' n - \ \..iii 773 \ \\ '•\ /\- \ \`_ �% ti \\ $` S�9 le Ct�ipsmuc-now MOTES s 0- 4, -\ /\' . CoAfvr R_ETA//V/A!& W4f—L PM ol- . V ., Z 0A1 5,47 /Z . '00o) �� 3r .2 b � dop b. Aft- 6" ® _ �•% " �. ��- — \ -_— — .fie G_ FU � -� Ifo $AO VI N _ _ • _ h A I /�� % '�• �- - - - - - - - - - - - - - - - - - - - - - - - 1 f - I s .e�, Vc.q 161' is 9y o IV G5.0 At 13 I ,y. SQ.'? �• HCl� �' f G, .C � F KaGS. i`-_ - - - - 11 11 1 1 11 \\ \'l SC.QL E / c"17 1 Xz it r ^II - 1 II C h♦ _ _ - - n A IN-y11 \ Gv � •� � ` � -4 �.o �- _ _=// -, II 111 /- - � 11 \1 \ ,1 \1 I � FXr-3. 1r I 3iQ E., 2.Q FF. 10167 I;1 I fly/C7aff Zj I 1 11, P.E.101.5 0 fpr AW751iL — 1 - �• J r dw 647 � 11 ti — 15. sso� •s II-S- R8F VIS (�T MINTS Lis 45 I�r� RECOMMENDED FOR SIGNATURE CITY OF T MECULA SHEET 4'` # 104, RtVISCp GRADES T f� _ c�bet't cBetr�,`Wllham`Fr'bst �l�so aces TRACT NO. 217 6 1 LOTS 103 v PROFESSIONAL ENGINEERS. PLANNERS& SURVEYORS I\ V IF 28765 SINGLE OAK DPWF SUITE 250.RANCHO CALIFORNIA-CALIFORNIA 92390 2-24 95 REV,G I LQf 'c-ry E r p,-. (7141 676-8042 101�i IOl'.-tdS 1D C�DQM ZO �T( S�TD'r. IQ PREPA UND THE SUPERVISION - -te' RBF AW9i_WD Fce rpwr Lvr /a& 9 - epN"a.c. SCAL i=� PLOT A GRADING PLAN o� 12 n �� REv/SED GRAD/ LoT5� 4z-44 DESIGNED JOB NUMBER `/ V/SEO Foar PRJ CW\ '�:'�/ � �� DATE � 7-ZJ-13 � NT G.OT /OG � \ MICHAEL A. TYLMAN R.C.E. 43090 (E /31/921 L74TZ= 8'/ R E V I S 1 0 N S PP'p, ZW7'6 CHECKED DATE . I • j n r I ��e/r3•Ll1A�'T AsXIZ. QMrT /�l�I /C�T. .ibHrr � • AvddwG SEAM QLOCA' C D/ f Ail' F/•IST emmsE Aovff A"yweslldwev . fiPl7iVT Fi9C1 F 11 5~NP 1z'We- z oz EA/�EP,t ' -ll Atl 1 d•'x A'r is �toC,e'� � dT�SC Or&4014'r 1 so[ro es,�urA►c� marcs , E.►7�J� 0AWt/" a'� a sAomwA ewers 1r r-d'ar"e- j Q �� �'CCrA`f /M►,r1t. ► C Al/1�1t� t ayr �ELDIE/ fZW11S1Fl aPll&M< /ll RIX.RE/NF OAe.d9AV x,OPP�O 0 T7'r/Crll -_ /N 6bIN» afi►A/QCOCi!' 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IF -4 - - — — - - - _.. _ 1/00, � — — — — — - — — _,..�._- _-=-.��1-- 'o.to & or A s � .Z1' s s� � 4 ' rim 21• 1i.dr iG 100 FG. t f� o ? r GF 1 � 111 •, qu-8. k 01, GF OA Tc, 11 t- 110 c-c • c+� G� __ � �� f I 1 I I 1 r r GF 1067.7 d .�.i :'2 4 f� –1 II II IF ` – 11 / tee. �� _ ff 10 b IF r ` /- 1I L3R iI (� • rrP t – 1 i 11 a y 11 1 R fF psi '! 7Z.9 / r f W7a5 F� ' IFF 10— _j III /.• %, ,lLt �l�P CtfA�E'.�► � ' — _ I .000 — p�E,fpG7'I,'3 "&W ori/oE�i�i t PE !065_01 r W F6 n *y 4, o�,atocr �. 13 3! \ dF, .• v p' � j j/ /DIfTAVi4 -�-' AFTIrAlAr '"! SAS CLEARANCE DETAIL TYPICAL F00TWG DETAIL ' s N.T.S. M.T.S. IF ('0000 23 7'r d:pl —- f RECOMMENDED FOR SIGNATUREAW SHEET o� eo• s, # CITY OF TEMECULA ` A ' _ CBci ,�lliam`Fust( s`socia s �, , TRACT NO. 21760 2 l�• 'r PROFESSIONAL ENGINEERS, PLANNERS d SURVEYORS j L s i ��� . ts765 lZ�NGLE OAK pIMVE.SUITE 250.RANCh�o CAUFORMIA.CA41F0111'11A'2�lO m'�" Q�F � �Y/SE eC�CiID/ASG L073 /097/.S � � � �• 1E 5131'9E �! (714)676-6C42 « . PWrA THE SUPERVISION OF 12 CNAMSiE MODEL cor /r3 �'"'"" s cpL . PL.OT d� •of WDA !N(ai PLAN e� 49;4 _`� �+�/R c� ! / ♦ DATE By DESCRIPTION Al DATE DE816M D JOB NUNBEA / MICHAEL A. TYLMAN R.C.E. 43090 IEXp. 1/921 R E V I S 10 N.S CHECKED DATE