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HomeMy WebLinkAboutTract Map 19872-5 Lot 1-26,50-61 Precise Grading d 1 123830 &41rG4CN40 W. - /rf���.�'r .. .. .. 4.Oe a OR I Ga I o .Av R� l y - " `',� ► / { troy 9 I 10 ,00loi//IJ _ I ' ' I A r • I 7��`p r ( Ay 4 I �� f � -� O n r�P` ofl app fl ( i 9; /9 /. 6• �rG.. - I r 1 I va�+.F , �,,• I 4 t N H Q lore ,Q 1 I ,1 Q d �` C"'� L1 r •,, n` \ I I 1 rErE 19L A , � �:•y j.+ter..i-.. �� - .•..r..r ..,.. .w �, ..w...w..r-,....r-.r.Mr.r. ,.r-.....r r.r...- ..;_... . r/py I f ' '• � L -• Iru .+µr . I I I ••� � n � � O r 01� i�aio X7 y cOCo•Q �~ , I ��t 'Cali �el ia 7"' • I I •Y.• GUL,f �r. SFII} '" O �0 •' - Y` � _. _ 1 `C. ••�r'_"\• •�`'"�"^ PM`` Q w*` 1 vii ♦/\ , \\ I 2 - CDrYsrrPF�C'7/Dir �Dr� ,�. ` - -� -� be •.. r' i~ ► I \ 1 ' r1 • + I ` • ^�'CSj• ?OAR, i1� CNw 46 T 1, I" SITE I (';�/♦\,:/i i•.,tea aQ { PROJECT A," N � . 17 11; ,QEr /iY ' yI,,"r� YGwQ gl6 � /'. 1 r f 2 fE'r z1a117 N. IJ B woo XF ca"A+creo I ' ,mss.PW 4FU4ey �, & . o • - I I I { Y f �o r�A is 0 ,�'r,Fr9 .�rN fir/rvG' -� �� 2 y o. . & r //• , 9 • I P,E, PAD ELEVATION 1 I R, , 1 , \ r - ods G 7L"e YAfid sC & 1Yr ry ./l 7r AI J11V i I I - 0 . 1-7 WIN. N G A -ri OW ' • - - • • ' • •60 Ww icini • M a � C30o "•�•" scale �'- 4039' ,�. . .' ��� , � �! 'I ,�1%'l J� 'li �/�/' "�• � � 1a Gl•ex� •o ���` �- ,�' ���- �p 1989 THOMAS BROTHERS MAP - RIVERSIDE COUNTY ' ��11... w 1lJG6�Vfllq- PAGE 136 jkv. 1 �° 0 6 i w Id,'Kl �-,>�,� ' .7 0•ale '�4 vim- MUS/ �^,+!/N ` I �` 1 G"FZA T CRATE N.0\5 50(GQEo501V) •.,.. GRADING NOTES L t� A • /,• � � 0. .- t �,► 1. All grading shall conform to the Uniform Building Cade, • • �. ' '� �-s! I i, �"' 144 Chapter 70, as amended by ordinance 457.4% 0 'Y 2. Minimum buildin '�pfd_ anc,1 drainage Swale slope shall be �8 �a =1% if cut or fill is less than 14-' , 2-A if cut or fill Cs /, � - rC is greater than lot . Drainaqee, swales shall be a w minimum of 0. 2' deep and be constructed a minimum of 2 .r,;•,,�.: r +/ 22 From the top of cut or fill slaves . ' /a 4 L /2 3. Maximum cut and fill slopes = 2: 1. 4. Provide 5' wide by 1 ' high berm 'or equivalent along ,th�,, V1 c4:1. r�c,_111J ° 10 top of all fill slopes over 5' high. ;e cxl,vo �� rz)p 5_ All grading shall be done under the supervision of a competent soils engineer who shall certify that all T M/0 �� � fill has been 4 properly placed and who shall submit a 1 final compaction report for all Fills over 1 ' deep. NDEXMAP 6. A Registered Cavil Engineer shall submit to the Building and Safety Department written certification of SCALE I Ioo FPLkWCj r&9 94��rA9N completion of rough ���'. Uri � •�J�� � W. , • ' T � grading in accordance with the ,� Approved grading pan prior to issuance of the it D,� � A� YA,�� building permit. Certification shall be to like, grade, elevation and location of cut fill slopes. 7. Provide brow ditch, designed to handle 100yr Q Storm � G 4� • CONSTRUCTIONNOTESQUANTITY ESTIMATEflows, along top cut of slope. r �1 t..k. GENERAL NOTES) AND SPEC I F I CA TI ONS �--- 8. Final compaction report will be required for all fills FIW6 - _ QUANTITY UNIT greater than one foot,Nn. ITEM I ALL CONCRETE BLOCK MASONR UNITS SHALL CONFORM TO A.S.T. 1. C- 1 'STRENGTH 9. A ll g:ading. shall be do ne in conformance with Lar 6R4DINGC60 ���� C Y. recommendations of the nzeliminary soils investigationC BAR REINFORCING STEEL SHALL CONFORM TO A.S.rMA-615, GRADE 40 by N/NYCMDO&pa' L'ot it J 3. CONCRETE SHALL ArrA;N A 4ItiI � ULr11ATE COSPNESSI� dated . ... '"--w--•----•- --- - P.S. I. 28 DAYS ., / g''x g" x ��' �,� �, Two sets o the final c mpaction z, report shall be submitted to the Building and Safety r�" r� .� ��--�� ��� �d Department which shall .include foundation design 4. MORTAR SHALL BE MIXED IN THE PROPORT'IOUS BY LOOSE �ralUME OF I PART mG� g �. CEMENT TO 3% PARTS SAND TO 4 TO, � PART LIME PUTTY OR HYDRATED LIME AND u ` recommendations and certification that grading has been ' t done i n conformance with the recommendations of the r �X��� � SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH'OF 1840 P.S. I.. � ""'` • V.G. C11 4 x 4 Y Ar AY Gl, y � ZD DAYS. MORTAR COLOR SHALL MATCH B!►.00K COLOR. � - � - preliminary soils. report. 5. GROU r SHALL BE MIXED I N THE PROPORTIONS 6Y YO#,•UIv1E OF 1 PART CENHT' TO * t Tri � A1460 Re1CqA-rT—:: 10. The contractor shall notify the Building and Safety 1..�►.I C .� 0. 14, 3 PARTS SAND TO WHICH MAY BE ADDED NOT MORE THAN 1/10 PART LIME, w I TH �1 m Go c...�-r �c�'b ��t�•t C� --. -..-. • .-•----. -••.-- ---.•-•-. Department, 4080 Lemon Street, Riverside, Telephone 787-6146, at least 24 hours in advance requesting SUFFICIENT WATER ADDED� TO PRODUCE C4�IS i S TEl�C Y FOR PaUR i NG k I T}t0l1T � U) • finis lot grade and drainage inspection. This R(> SEGREGATION OF THE CONSTITUENTS. GROUT SNAIL ATTAIN A AINIl� ULTIMATE u t : U Sr� -'' '` inspection � t�-�tk.l Q. p must be approved prior to building permit � C O .P LYE TRENG IN OF 2000 P.a.;. AT 28 DAYS. •---{ final inspection for each lot. �t��Q -ice t� � 5 , CW0 IQ W E 6. POUR ALL F T I 00 It GS A CV\INS T SOL10 NATURAL UNDISTURBED EARTH OR COMPACTED Ft"kev�-1 �:P 11. Cut slopes equal to or greater than 5' in vertical • FALL COMPACTED TO 90'� RELA►lvE DE1fSITY. EXCAyArICMS SHALL BE INSPECTED � he' or greater than 3' in . COUNTY OF RIVERSIDE fight and fill slopes equal to g �. .�►. r�r,1D APPROyEU 8Y ►NE SOILS ENGINEER PRIOR TO POURING FOOTING CONCRETE.� • • -•• . '. •. a vertical height shall be lasted with grass or ground . . _ DEPARTMENT OF q P BUILDING &SAFETY SHEET INDEX cover to protect the slope from erosion and instability • �. 8OT TQM OF FOOTINGS SHALL BE �� MINIMUM OF 12 I NCI�ES BELOW THE ADJACENT ' • i a w• umber 4 57 prior to the. GRAD �,.x ►r. AN T OWNER / DEVELOPER E t �/ '�. Y n ccorddnce with ordinance N P S�l,�.. ENGINEER D GEOLOGIST QF S / ?,�6 1 APPROVED approval of final inspection. SHEET 2 1-14 & 5 REVIEWED 8Y o F. RE►,IFCRCE�MENT SHALL BE: ACCURATEL'( PLACED AND SECURED SO THAT IT WILL NOT �"�' �1a` �, �� . 1 � 15. Dust shall be controlled b waterin ar other approved NINYO AND MOORS H.R. REM INGTON PROPERTIES BE DISPLACED. �2 SHEET 3 15 8 DA y g THREE MONARCH BAY PLAZA SHEET 4 19-2 410225 BARNES CANYON ROAD me thgds. . MONARCH 9. REINFORCE MEN T TO B E SPLICED 30 D I AME T E R S MINI MUM. � � r^ Approval of thou plans shall not be aanstrued to be SAN DIEGO, CA, 92121 BEACH, CA. 92677 °C RCE 0 ''° SHEET 5 25-26 & 50-52 a permit for,or an approval of,any viol W of any 10. A!.L CELLS TO DE T}i0R0UGr� 't �� P 'w EXP 31 l92 of the pruvW"of the Stats"County taws. This . (714) 240- 39 4 L WEI' BEFORE O U R I NG. SHEET 6 •2 7.3 3 set of plans must be kept on the job until completion 2 0. Finish* grade shall be sloped away from all exterior 16191 •457--0400 SHEEN'" 7 34-49 walls at. not less than 1/2" per foot for a minimum of 3 l l. ALL EXCAVATION AND QAGKF I LL BEHIND MALLS SHAH. BE KIIQE TO THE SATylp ' ISFACI'lO1� OF THE SOILS ENGINEER. - •q' iV SHEET 8 53 55 / �.�.. 2t c... lF 1�0� - � � , , JUN 04� 1990 , �FCA� 5�kkt 9 3,9,10 & 11 .�.... �~� / /, / / 12. CONTINUOUS INSPECTION NOT REQUIRED. �.t. r �. SHEET 1 -Q,----Q ETA I L 5. RECOMMENDE11 FO IGNATURE S H ET BENCH MARK BASIS O E BEARINGS s II/90 J.P.L. LOWERED F.F. 0.2 ON ALL LOTS CITY OF* f RIVERSIDE COUNTY 600-6269 THE BEARINGS SHOWN HEREON ARE BASED ON If THE CENTERLINE OF PAPA ROAD BEING NORTH yostC,9ssociates JOHN LeSAGE CT NOa 198 .o %10 _ a e� e� � la.t� BRASS DISC SET I EAST OF CONCRETE POST MARKER STAMPED 68 47* 4 � 1872 1 IN RESET 2.9 MILES SE ALONG PALA ROAD FROM POST OFFICE AT 4 36 WEST PER TRACT MAP 9 MAP BOOK 154, PAGES T, 12 RECORDS OF RIVERSIDE PROFESSrONAL ENGINEERS, PLANNERS & SURVEYORS TEMECULA 29 NE OF THE PAVED ROAD 5 NW OF TEL, POLE No, T COUNTY, CALIFORNIA., 27405 YNEZ ROAD. SUITE C. EMECULA CALIFORNIA 92390 6295, C.W.T. 3 SW OF 36 CONCRETE STANDPIPE, ELEV,1039,378 (7 141 676-8042 gy a•baa 10 DOAWN SCALE PREPARED UNDER THE SUPERVISION OF I' PLOT�2O' PRECISE * IG dYODER A PLAN DATE BY DESCRIPTION APPD, DATLO DESIGNED JOB NUMBER ���� D J.P.L. 2582 04 IM nATF CHECKED DA r L R E v I S 1 O N S 2 i6 f90 MICHAEL A. TYLMAN R.C.E. 43090 EXP. 3/31/92 J.P.L. . 132290 L � � S 701 o • � � �' � ��.oo_' _ . ., _.. ... _ ... . __. . /off rev' .___..___ .__. __ .____ . .__ _ . .__. .. ... __ . ._��oo.__.-._ .... _ . _����._... � _.._ . ._..__ • T. _ ._. ... /4/ 4I • _._.._ ,.. , ..,.:....r..e.w.awa.ar.+wwE + r.r a Ao11 7. w oo �, r.•�' -----__ki .. .... .. --•----- Ix.:aro , all I ��` 7. 1116.125 a X040-ro ----- M -now mom 0 1 . WA L L PA?0F/L E 44 ONG N Z Y TR4 C r SOZINDAR V 1 /V.. !.,5. 00, iK' MR<';.�F,,i{`K: `..ki ,1r •.rr,Y ••r:: :Y'},c. ;1,..: ..,^..,• a!?r.,.w. 49 c,V `-�•,PrP ,�o -�' . .C��.�3' ,O��- �p7�.� p �o��.� 10 A .o' o w w fn ;76 C0 1715.6 Ff /D 7Co. 19 (9 76. 10 7 '01 A AFF 1077. 1 �g SCALE �2 1 � o l9 � � �F a,8 2 • . r�• p7 5 -N r.V- -0 / 1� X07 9 -� 6 1076.8 4 2 100, (�• ,. '1 `=� 4�C• p s •?� X73 7: . 5•6 76.d 6 I-- moo' IIIF�• .i / 7 •. �, /r�74(� VV o o -� �Q7 6 fid. / �,, N � M U4 Wi0 i� l' n �. 0 01 r ROAD 00 �o F O0CY)� ` . r1r7 0z o —fill- - �W G D . -.� _ .� n m /O7 3 N (r m IV � 76-0 7Cv D • � � �� � .G' .�------ .. �- \ •• �� - � 5960 / ` OF 1075. 5 OF 1076. 2 �- on 1 7 ` r • 5:11 g / S / /0 7 7r Iwo4 t, IF $ 5Rold 6 - .� Ile, c- F 0 . �o '� •(� PE 1076 0 077. 5 PE 1075. 3 FF i 076.50 o -� P F F 1075 .8 ,ffi 100-0 Zy . a a N ,ya . -•' 6 e;G7'co dor �2.� COUNTY OF RIVERSIDE �.� f --Ica r 3.� DEPARTMENT OF fob % 41 . _. _ .. ._ . .. -�._. _"1 BUILDING & SAFETY � � / •� � , •� ��"� � �` `�1 \ n_ � D� �•� �• •� � � �.wir �r w..r rrwr �.w wrr� � r..r ..ter ..r.r. �M s N ' v.� _, .� �__._ -- �- APPROVED ►J .^.^ *y • •� REVIEWED gY iii d ?3 dr S-1. % .- DATE "' o ,•a / ; N Approval of 01m plans shall not be construed to bo `•• .� `� ., O� �O a permit fop or an approval of,any violation of an • '� :�►• / ' ,' •' ,'`, of the prOvisna o1`the t r y . / •�` sta e o county taws. This set Of plans must be kept on the job until completion. 000, A, Ii / EXP 313 2 \5 E E SHEET 3 CIV1 � 041990 0 A�\e �- r o JUN .!! ~77777 (V /• C r r ;; ~� r ``�•=:y:-„.. RECOMMENDED FOR SIGNATURE %% 6/i/90 J.P.L. LOWERED F.F. 0.2'ON ALL LOTS • S H T 1 .0 j% CITY CF TEMECULA if f ! ��i.,// % a 000 % �w err r� ef m os Issoci t o poi-�N L.P s i TRACT NO, if 14.'-•-r1 i lo .0 PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS -.. i ' /' / 28765 SINGLE OAK DRIVE.SUITE 250 TEMECULA CALIFORNIA 92390 r'y•+~r~ _ r /r"'r! rr!/ ,y `/ !� / 1114)616.8042 10ti r M •`rrr )r'r , r`r r r � , -ftPREPARED UNDER THESUPERVISION DRAWN SCALE 0�' -_ __,, rrr SU ER ISIONaF. • _ • PLOT' � PRECISE GRADINGPLAN I �. ODI~R i _ �O ' ." r r 7.777•_y / •rrr '"- DATE B Y R DESIGNED JOB NUMBER DESC IPTION APP D. DATE J.P.L. 25822 r.r.r. + •r.r�� DATE LOTS 1 '" 14 & 57 "' 61 CHECKED DATE MICHAEL A. TYLMAN R.C.E. 43090 (EXP1 11 . 3/31/92) R 0 S J.P•L,. 2/6/9Q . vlv�x ,,.. i I I. 132294 _01- • ;IT C ) r 9 O • _ _ tea.�� ,. - - r✓ V ti M , r r r r rn rte^ r . r✓ t r I _ -- -~ ;' •� 7.� `���' FF 1059, 0 , ,� 'rr , I �- rr• � / of PE 1068,5 I l � , 6R CA� ' V1 G• 0 -•-r -_r 0 I 1 ov • 1-068, 0 P r 51 F 10,67 ,8 I rIt co / PP it If C3 of c) Q 6 of ' ♦ w 46 II 6• /• - � � AD1a ; / 0 2p 4) '� /Q n N 9 5• Ilk OF %P .0 Ar "41b dr dift 40F .4 14 � .� CYC•'' �, � -� •� .'� / i i o Q 40 r _ A0* 40 . , . 00�' I1 `' G � y� y� "�• r r r r rrr r I `� �• , o c' 1 44 6- a LJ_ CL • � h Ly - � �"" �"o'..�► ter' �I , oil Sam Ohl r b0/0 00 f I , 1 O �;• �`` ►+ 'Ir rrrrr r;� ; ,/ r , I V \ rl 0_,,r�r 5 1 ,_.. r 1 41 1 11 1 1 0 1 1 1 �1 I I 11 r f /� 1 f/ L7 20 G }, 1 F 11 �f r. c' .23► ,I 0? , s � 013F 1068, 6:1 a. 2D � • •�Jr • it '�,'\ 1 1it r �1 1 Ilw% rrr�l I 1 1 I 4 0\x dr J 1 __rrrrr, I I1 6 l/ 1 2 N ♦.. Q \ �� � // • � -� 7 ��� �♦ ♦, ♦♦. f . � �,� �; ,_-___rrr_� ; ;; ,`,; fpr ---r_ ' •r`• I I I •2 �-� ' PE 1068. 4 , I -1 __ /0?,() / / / �. ♦ /`r 1 11 ,_----------rr-1 11 ` `I I�"` - —r r r _* • %% .-' I F F 1068, 1 ;I __ o r0 1 -• I ;I I � \ ♦ // ♦ , / 1 � 1 Ir rr_rrrrrrrl I 1 f4'r_ rrw } I , it ♦ // / ♦ 1 _ / / � I rrrr,.r_rrr , r•rr..r•r_r 1 `"'•� >;;/ �,,, `� ,�,.♦ / ,/'�' �o/-'' •�,� ; Rr COUNTY OF RIVERS105 `"_` ♦♦ �♦` ♦♦ �' 0 ,' ♦Vii' `♦ ( �/ �� /.0/ 1, , I �. -� ♦ ,% �o DEPARTMEN / , I I 3•� /' T OF %�'' F 1 • o) BUILDING & SAFETY ` ► / I n,l ` - APPROVED (:9 s \ - ♦ , r 1 . , N.r � 1 REVIEWED B � DATE • i - �j r_ Q ♦♦ I ' �' , o/' /'' o♦'� �4 --_. t ►construed to bar • . -". - ��• � �� '• �:. �r_ .' ,- ♦ , _ r_ Approval a�tt q�ne shill no %Q ti /�7 •� �p�O, ,, `, '-..__ _ a permit tor►,or art app�rovai of,any vlotlor of any This rri (0 40P of tho provisions 01 the stag or county laws, oc g � 4, \� sd of plans must be kept on the job until cornplotkn• EXP 3/31 2 --- r� V1o� JUN 04199U • - 4F C AIRF ' 6/1/90 J.P.L. LOWERED F.F. 0,2'ON ALL LOTS RECOMMENDED FOR SIGNATURE S H E E T CITY OF TEMECULA r w r 4 r / r / 9�(obef t lvei4 illiam Cl;yost.6& C19sSot'llates JOHN LeSAGE TRACT NO. 19872 5 - 10 - _ / PROFESSIONAL ENGINEERS. PLANNERS & SURVEYORS _ _ 4►H�F,�,SINGL I OAK Wil'/f _Iul TEMECULA CALIFORNIA 92390 _ �.��r, �,tl•3. DRAWN CALF OF w PLOT , & PRS ISE GRADING PLAN PREPARED UNDER THE SUPERVISION OF 24 YOD�R - f 1 DESIGNED JOB NUMBER DATE BY DESCRIPTIONAPP D, DATE J ,PL 25822 LOTS 15 18 T DATE CHECKED DATA MICHAEL A. TYLMAN R.C.E. 43090 (EXP, 3/31/92) R E V S N S J.P.L. 2/6/90 ' 132290 r • M. .r► .ter ++� +� � r+w � a r• . o . WOO � -pi -- �a Oil � .o r✓ , -Pi - r r► r Ilk .� ' � � ion• � I `'-. r f . _ -� � .� ��`� -, ��� - fn,$•Jam"' I ---. hloo _ �. (�y��• �` � ,mac. I - Lnun dop lam- f �1` • I • F .2 � PE 68. 6 t� / 00 O Q �• -: 67 .6 6R G 0 Z, 111100 _- ��• Oro6• "^-r 1OGF 1068•7 _r 15 16 5�4 0 .0p 10 u 110 VV ,� • r r / �O I � C � � r L. / ♦ I f / • 4 .5 � 1 'p •• . �s.. � rpt' � ,� Q � . I o %4VV ` (� loo dop 40P dop do OF ror dO me 40 �i �� ,�• 3 �• .� �;. der 22 �4� � � U� �h � .a 11+1 aw w 8 (51 c0 a - - �. 46 lolo UN log jiliji 00 1 + 1 1 1 1541 1 +♦� + 1 r r..r r r r r r w,r rl� �f N Q �• ` , +r r r r ' 1 • �• 1. / � � ' `` GF II . IG E 068- 61 • � � � �`-' '�•' `+ ` i it ;1 1 I/ -..-- • � ,i \`. (� �' ,+ � '�. 1 ; rrrr;; ; I i--`�' -- ``•► �I bpiO ` U 64 4F do7 �•V1 41 or 0 + do,op �/ ` ,� , I r' 'rrrr+ ' ' II �' ♦ % 10, 11 1 1 rAt 6 11 40 .� ♦ � �o �� , 1; rrwrr.rrr..rrrrr ; / �+r ♦ r� .� 1 1 1 1 1 1 /-I/ $P G• ♦♦ _ IPE 1068. 4, 1 I/"• E" II t Irl r_ ti ♦ I♦♦ 1 1 1 i / `" • I / ♦♦ ♦♦ / , � , 11 Irrr.r.w r.rrrrrrr� 11 / -r • 0 ♦ �' ` ♦ I I I Ir r.rrrr.rrrrrrrr ~ - ♦ // , ♦ %♦ -y / / '� rry Irr.rrrrrrrrrrrrrrrrrrM•1 r r- ,` `♦ �;� '� ♦♦ ♦ ', • '� ' w•rr..�rrrrr�rr.r.wrrrrr rrr 1 �- ~, ,f COUNTY 0F 6b ��. ,%*) RIVERSIDE �. ♦ 10% ' ' ♦ � ) ''l. ♦}�♦ ,;I, ,-' �Q ,I' 1 1 ,"'*r...-` DEPARTMENT OF < , �op dop & ♦♦ ��t.40, 1 13UILDING & SAFETY APPROVED % %% % -� s' ry REVIEWED©Y� e.Y 1 w• ♦ ♦♦ i ♦♦% �e% ,, A DAT , -_ ,494 `%♦ ; ,'p o 1 APP10 I of these plans shall not to oan -- p E / �� ♦:•♦ ��_ •' ,� 4•^• ♦;♦ � -r_r a perrmt far,ar an ap rays strt�ed to Lo I % % of tho p�,pyl p I of,any vlolatlan�any --`: 4 ♦'`:♦ _1 ,'' ro,% -- `"--r r w spa of tha stta or CAun must be kept set of Plans ty *s� 90414Er p on the job laws. until c�ortn ' rm Iwo E4 0,6,>-.y17, EXP 13 2 / 1 14 -. •Q SIV 1L • Of-C A���° JUN U 4 -1 - ` ---r``- 6/1/90 J,P•L. LOWERED F.F. OZON ALL LOTSRECOMMENDED FOR SIGNATURES H E E T CITY OF TEMECULA • r_ _ ; +n■�r 11;y6& C19cpaociates N LeSAGEiiJOH TRACT NO,, 19872 ., 5 PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 28765 SINGLE OAK DRIVE.SUITE 250,TEMECULA CALIFORNIA 92390 (714)676.8042 PREPARED UNDER THE SUPERVISION OF: DRAWN 7,C ALE20, OR 10 PLOT YODER & PRECISE G DATE EY DESCRIPTION APP Do DATE DESIGNED JOB NUMBER DATE J.P.L.. 25822 LOTS 19 ' 24 MICHAEL A. TYLMAN R.C.E. 43090 (EXP. 3/31/92) R E V I S 10 N S CHECKED DATE J.P. 2/6/90 132290 Y. 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G. � v PE 1068. 4 /o �s T �' �G G N 'j 5 O?p « 6 1 ! � ,o, ,, ` /d �`�, - (a• �' s c� � o o` �G o r� tf CI I Q ow �• U °gyp / 0 0000, ,�-• � 603.8 .. • p� vIf A 000, 60 �.� of �6; �O 37, \30 (3 a 0 /ice � ` •� ' / � � � �� � 1001 � 1 2 � � a . p 10000, h `� 2 �� •� N 40 v `' �•� / P / G / h. ; • 4 1100, 000, 0000, I �O do 04 A • M y y w yw My y ti . •r...w r.r r w• y W ^'^ .... .r + ' 1 W W w W W w y.y w ti W 1•.r.�-* w w.W W y M y y �� I 1 ....�y 1.33 33 �•�.y W y w..•W W V.w• W./y M w..W r W.r.i•w•�.M r N•r Y•W w"mw W r..rrrrryrr 1 AF co /C�c�7.67- ZAI. 16 060 1 —i067.CO Zwl33- o �, rw COUNTY OF RIVEROVD0 r.w � � DEPARTMENT'OF 01. ' rA! 7w �' �rid' . . oN BUILDINGS & SAFEW. •.. ji 4 4 McSr sloe APPROVEDAlto REVIEWED UP, , DATA` A al f the tan ll r Z07 �0 . �i�z,� PRO1,0114c, pi�v o se p e�a nat be const uod t�►!� e�t lar,or an approval of,any violation��► c� 7. of the provisions of the state or county lows. TM LQ -ysot of plans must be kept on the job until oornp WWo • EXP 3/ 92 C 1� �N_ iV � a� �F C A1.�F JUN a 4 199 6/1/90 J.P.L. LOWERED F.F. 0.2' ON ALL LOTS RECOMMENDeD FOR SIGNATURE CITY OF TEMECULA SHEET R I 9 oe� qleill IliamTRACT ilq;ibst 6& ocioatesJOHN LeSAGE NO. 19872 5 PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 1 28765 SINGLE OAK DRIVE.SUS rE 254.TEMECULA CALIFORNIA 92390 (714)676.8042 PREPARED UNDER THE SUPERVISION OF: SCALE DRAWN Y 0 D L. PLOT & PRECISEGRADING ° 10 � DATE DESIGNED JOB NUMBER DATE BY DESCRIPTION APPID, ,�r'x. 82 DATE LOTS 2CHECKED DATE & 50 %52 MICHAEL A. TYLMAN R.C.E. 43090 (EXP. 3/31/92) R E V 1 S 1O N S ' J.P.L. 2/6/90 .-... r •• 0 , . ►' , ` -►� A• LMAN R.C•E. 43090 EXP r 3/31/92 R E U I I O N CHECKED JpL DATE ' �% • J a N e 258 ° s i S0 no we COUNTY OF RIVERSIDE t I I I . I7 t t DEPARTMENT OF .. .. .. .. __.. ..... . __.. __.. . _. .-... .... .. _..., _•._. t t � BUILDING 8r SAFETY . APPROVED � l . REVIEWED�Y DAYS 0 SS/ t • �`�� A �' road to bo TRACT NOApproval of thew plans shall not be const A 19872 �� �� a germit for,or an approval of,any violation of any �. of khe Provisions of the state or cpunty laws. This . 4 sc�•�ot uiar�s mist be kept an the job until canptetion. EXP 31311 2 9�19su OF C A0 j JUN 0 6/1/90 J.P.L. LOWERED F.F. 0,2 ON ALL LOTSCITY OF TEMECULA RECOMMENDED FOR SIGNATURE SHEET . Robert Bein. ftipllian Nost �c Associates "ACT & 5 PROFESSIONAL ENGINEERS.PLANNERS & SURVEYORS JOHN L ef�.�GE 198729 28765 SINGLE OAK DRIVE, SUITE 250. TEMECULA. CALIFORNIA 92590 (714) 676--8042 FAX (714) 676-7240 PREPARED UNDER THE SUPERVISION OF: DRAWN SCALAPLOTPRECISE GRADING OF 10 '"ODER I � 20' . APP'D DATE DESIGNED Boa N f DATA DATE 8Y DESCRIPTION . 4 90 XP. 3/31/92 R E V 1 S 1 0 N S CHECKED JPL DATE 126190 MICHAEL A. 7YL.MAN R.C.E. 3o E , i 1 , 13290 r 3 /. / / \ `;' r. , It► ,-- ! 1, , Z \%% v ,- " 1 /. { rrrrrr;' / 1 , / / +, .�w��`— % % % r+ / / / // \;\ 1 '1 ♦_"A 1` 1 ' \\ \. , / \%\ , ' - p,+ ,+ ;Ir rl i 1 r" ; •r; 1 ' Nb 14D Q)lb ov OF \ + 1 1 // \ / t \ \ / \t �ti / / 1 1j / / \\ ► , , \ / , 1 \ 1 11 w_rrr +•.rr«. 1 ' , 1 I ♦ I I / / �•.._� // 1 11 1 1 1 % %rc)6 11 ! // ` /' \ ♦ ` \ / 1\ �.' \t t ,1 �� � V� • ,1 1 +1 1 1 ' 1 1 460 \ \ ♦ V / / 1 Vo% 1 // 1 1 N 1 Cn • , ♦ \ y , / / 1 , 1 1 / ♦/ ` \ , ` r / \ / t t ` 1 1 1 ' \'' , 1, 1 I, I ,'/ %.. 0 %% \ \% \\ r 1\ �/ \1 + 11 �� ,, _11 t 1 1 ice) + 1 , ' ��, • \\ \�\ // `�, ,- ', _ ! / l� r\ `\ (�`♦ j //� / %% /' y\ 1 1', +1 ` W '•%±n• ♦ r , / \r % 1 `r s r \ % / / / , 0' V• \\ 1 1 1 ..' I \ \ , / ♦♦ t ! \; \ \ • \/ / / \ t ,• tJ t , 1 1 . �0�y. 1 ► { 1 1 \ \ , , p .♦ 1 1 ► _► _ - ` f �`� t . \ p�] /*. , ,t - �.v,, ♦\ ;\ 41/ 0 41� . ` \ 1 ',1 , -Ao- ,'�. I , ,V \ 1 ♦ /'/r //! ,' t `,/ \ y, , 11 AA�'A y t _moi \ ♦ \ / \% , 1► j1 / /^ \% �_y // d, ♦ y, (''``( /'�, \\ ', ,` ,�'��- \, \,\\ / \\\ 1 1, r =r , / ,i/ \\ - /;/ i \ \ V i ,, \ r !_ ♦ /t 1 6 { 1 // r ' i, , %%% \ // / AP / / % . /or ► w It 41 jr a d10 `, %y 1 ...�� .,—�..—�_ 1 ! /' ` \`/,/11 r r \` \, 11 11 1 41 .90 % % led, /A P-1� I Of If / / II 1 1 •' ,—wl 1 —••_1 I1 � �` ♦\ `1, -�� `�"�—� //' /// /' `t%jr � 1 1 � y,y / / 1 /' CL 000l L Ile I r lir r r 41 w 1 Alo If 00 CIO CO r 100 jr rr+rr �/0 �y\] o OOP (_� r •.: �j' (�, C�, �► w•w •��rl .54 I �wGr 11,1 w-_.�r- ,1 ''t'+rl , {rte_ ' ` \ . • �J `, • _ • 1 ,1 ► 1 ► 1 � r 1 � V •v •/ ov 0o, do I ( +111 ►1 r-AA dP ;; `•A �r ' � W� �� _ �•V• I � � � � / ""�/+ •. . \ ✓ �—. 8 t _ 6 0 • •+ 7 �} O �10vVJ I F fi •� ! 1 •G. •° r . �c . • . `0 �• p o 00 7 FF i 06$.9 a ()r � /// `y' \\ rr��-0 , , y .- Al At 41 �� o • P 1 r`,,�1,\-� ,1,;' o „ 06,6 \ / I • r •• do `� � J •- o t jP 110 / U 0) 00, �• 0 30, , 1 p i� �h• �. /0 101, a o% 0 � to o 1 �. 11.3 1 y•`3 `t yt l / t I 0000 + i '�- +.• _ /D �TDR�I OR�//+V _________________ __ -- ..-_--_-------------_-�----�----- ' �.�r ti 4--r r yr yT ti y w + ••w y XFa.0 reVgr 6�rt/0T� � .6?rw /070.DCS r.W COUNTY OF RIVERSIDE DEPARTMENT OF Q���s7- BUILDING & AF S ETY TRACT 19872 1 X�Nr Ni D ' �' ' D�/�• Sr APPROVED V � • Q.�"��DC'. �' /D " _ •. --- —� _[� �., ,3�'. REVIEWED BY DATE sc r =� I .. ..- - --- -- E /Q7z5•CO 7r��' Approval of thm plans shall not be construed to be a ps.roat for,or an approval ot,any violation of any of the provisions of the state or county laws. This sex of plans must be kept on the b until corm letlon. fin w 1 �a Z07kl4zzPROl"ILE 56.00 7X� lz�z�w�r1 E 4 EXP 313 1 /V• r S. IVI o� 4 AQQO OF f C At\4 ,SUN f ow�o/?ry / 6/1/94 J.P.L. LOWERED F.F. Q.2'ON ALL T RECOMMENDED FOR SIGNATURE 5v�- Los SHEET CITY OF TEMECULA Zo/?19.�8 Zow. .-- .-- obiam lo* ISfC'qssouja4-1 `�S JOHN LeSAGE TRACTNO.- 19872 ... .. � e Q � PROFESSIONAL ENGINEERS. PLANNERS & SURVEYORS D� �.D ',� atir•hf SINCiLf OAS DRIkif `aUI1F :'rw TEMECULA CALIFORNIA 92390 .J I • PREPARED UNDER THE SUPERVISION OF DRAWN SCALE . PLOT PREiC;ISEOR& GRADINGPLAN YODER I _ . 1 DESIGNED JOB NUMBER DATE BY DESCRIPTION APP D. DATE r'L5►822y N. r. 5. DATE LOTS 53 � 56 R E V I S 14 N S cN�cK�D DATE MICHAEL A. TYLMAN R.C.E. 43090 (EXP. 3/31/92) ,J,P.L, 2/6/90 , r " r a 132279 %Yoa f� � N/n �!� i�Me/� _ ._. .. .. . ......_ —. . ._. .___ . -- ..___. . _7_ 9�4. TYPQCA). N4uF h/. ait�p .I .. 75�'ae ice) , w:sc. . ..: low- If 4Y li I¢.4rNa4C „ h .� as. P�v,osxri,�al�N�L.0L�I(� pi, g0a.i / L OCaCfC: 7 p�2 A LBx� . Ococec , �K ` �4 — oe.LIMA rc. l adu . I +%tib^1 n6R JY�7 % 6 �p� . . A !� 4 wiC. B r6'x 14 I!ltxK +� S�rbr/ �C'.0 'K-] fo[ o G1RN vlG(b l6lIL v (J r Bev/wBLu<x: .. � � I ` � I 't,/q I "/aN .. . . "q 44 IF 64 7 Its ems- � .. u eii Y W e-ie L -mi . _. . .. .. W . ... Socio Gl2a'.T At,Ili, . . .erg twr . . .. I. 2�z e.2 Nin al Iv'� � .ly 1S � \ .. . . a, .. .._. ..q4 rera9 _ Y Wj rr: 3 0 Z%2err6 i N Sucip C1Ko✓Y ncl. GG45 zxlo I[mYh/nY Ic � f a</.j iso° .. _ .. . . _ ryr :S a � 0� . . TO E - I \ JIB c. q .. Zi Tri411/ IF 4 0- TYPE (C) . TYPE (D) TYPE (A) �- --—�---- ---�� s'_ �„ TYPE (B) , H. 41 .RAL NOTN 1. MASONRY UNITS SHALL BE GRADE N NORMAL WEIGHT UNITS SMRAU NARIZ97NrAL CONFORMING TO ASTM C90, LATEST REVISION WITH A MINIMUM 5;Wft AT JO/NT COMPRESSIVE STRENGTH (fm) OF 1,500 PSI. -- 6 SMWTHLMfYBLSa'/-(O~�ALL hMIZ, RE/NF 2. MORTAR SHALL DE TYPE S AND SHALL BE FRESHLY PREPARED AND ONe 4NO ifR4PPraOiY/TAPfANOCOATEDH�/7'H UMFORMLY MIXED IN THE RA'I70 BY VOLUMES OF 1 PART CEMENT, 1/2 PART LIME PU1'I'Y, 4 1/2 PARTS SAND AND SHALL CONFORM TO HEAWaII/TYGRr",�iSETOBR64KBONOtM/NOF1OGfWElST//!/SJ ASTM c270. LATEST REVISION. � � � 3. GROUT SHALL BE FLUID CONSISTENCY AND MIXED 1N THE RATIO 4V srer� 4erni� mom VOLUMES OF 1 PART CEMENT, 3 PAR'I'S SAND OR 1 PARC CEMENT, 3 PARTS SAND AND 2 PARTS PEA GRAVEL GROUT SHALL ATTAIN A F �/ij~PREMGY OfXPAN.S/L{N VINTF/LLERA.VD MINIMUM ULTIMATE COMPRESSIVE STRENGTH' AT 28 DAYS OF 2,000 FRUNTFi1CfOF , „ SfALANTAPPLYPERMFR SPeClooleAT/ONS PSI. A6�"'MhRY watt , _O 4. CONCRETE SHALL HAVE AN ULIIMATE COMPRESSIVE STRENGTH AT OED ~A41N CAULK/M9 za DAYS or• 2,000 PSI MINIMUM UNLESS NOTED OTHERWISE. 5. REINFORCING STEEL SFIALL BE DL'FORM$D GARS, CONFORMING TO • ASTM A615, LATEST REVISION AND SIIALI, BE GRADE 60, NEW,J31I.L,ET STEEL I ���,ZTYR/CAL fXPQNS/ONJO/NTDETA/L 6. ALL BLOCKS SHALL BE LAID TO MAINTAIN VERTICAL CONTINUITY OF mu*--0 m2='J _ � NTS UNOBSTRUCT13DL '" THE CELLS TO E FI CELL MEASURING NOT LESS THAN 2" X 3D SUCH THAT THERE IS A S ' ,Z BLOCKS SHALL BE LAID IN RUNNING BOND, 7. VERTICAL REINFORCEMENT TO BE HELD IN PLACE AT TOP, BOTTOM AND INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. • 8. ALL FOOTINGS SHALL BE 12" MINIMUM INTO . COMPETENT UNDISTURBED NATURAL SOIL OR CERTIFIED CO. MPACTED FII L,OR AS NOTED ON PLANS. � "'-������� 9. PROVIDE EXPANSION JOINTS AT 40' C/C PER DETAIL, - , q. Gtf'B[OCK. 10., BLOCKS ARES"X 8" X 16"OR 12"X 8" X 16",AS APPLICABLE, WI"I'�I FLUSFICUT MORTAR JOINTS, , • 11. CONTRACTOR TO SUBMIT SAMPLE OF BLOCKS PRI02 TO START OF CONSTRUCIION TO OWNER/ENGINEER FOR APPROVAL. 12. BACKFILLING SHALL NOT HE PERMITTED UNTIL AT LEAST 7 DAYS P"4%. AFTER THE WALLS ARE BUILT, 13. NO REVISIONS SHALL.BE MADE WITHOUT PRIOR WRITTEN APPROVAL �o A es � OF THE ENGINEER. 14. PROVIDE DRAINAGE SYSTEM PER PLAN., 4 $ XP 31311 ` 01, OF SAL\F�P� JUN 04199Q i - 6/1/90 J,P.L. LOWERED F.F. 0.2'ON ALL LOTS RECOMMENDED FOR SIGNATURE CITY OF TEMECULA SHEET .. ^ rt `Beir�,`William`FfostC� 9ssoci'oatcs TRACT NO. 19872 - 5 I O PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS 18705 SINGLE OAK DRIVE,SUITE 250,RANCHO CALIFORNIA.CALIFORNIA 92]'10 lo 1 Vfl EPARED UNDER THE SUPERVISIONOF: (714)076-8042 DRAWN SCALE PLOT & PRECISE GRADIMG PLAN °' DATE BY DESCRIPTION APP Do DATE DESIGNED J08 NUMBER , , • 1 °^'E CHECKED DATE DETAIL SHEET MICHAEL A.TYLMAN R.C.E.43090(EXP,3/31/92) REV I S 10 N S