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HomeMy WebLinkAboutTract Map 19872-5 Lot 9 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 • - 33 I I I { Y f �o 34 r�A is 0 36 ,�'r,Fr9 .�rN fir/rvG' -� �� 2 y o. . 3& r //• 31 3z w I I I �� 3IL , 9 • I P,E, PAD ELEVATION 1 40 39 I R, Iy , 1 , \ r - ods G 7L"e YAfid sC & 1Yr ry ./l ql 7r AI J11V i I I - 0 . 1-7 WIN. N G A 49 -ri OW ' • - - • • ' • •60 Ww icini • M a 4 2� C30o "•�•" 2 scale �'- 4039' ,�. . .' ��� , � �! 'I ,�1%'l J� 'li �/�/' "�• C� � 4 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. . X) � of the grovtabna of the state r • FSS, o unry laws, This SCALE / "J 20 ' sat of urns must be kept on the Job�untii completbn. c 4 EXP 31319 rql C ��`P OF IV JUN 041990 8/1/90 J,P,L. LOWERED F,F.0,2'ON ALL LOTS �E�O"�ED FOR SIGNATURE CITY OF TEMEC UL A SHEET Robert Betin Will "%am Frost & Associates TRACT N0. X987,2 — & —2 PROFESSIONAL ENG I NEERS.PLANNERS � SURVEYORS JOAN L eSA GE UM ""�` OAK,°"'"`, SUITE 250* � . 92390. T �`�" .'►°w"'". °2' PLOT & PRECISE GRADING 1 141 676-8W? vex (714) 616-7240 ' PREPARED UNDER THE SUPERVISION OF: gCAQ OF I O DATE S I W" DATE BY DESCRIPTION APP'D DATE � JpL � LOTS � e7, M I CHAEL�A. TYLMIW R.C.E. 43090 EXP. 3/31/92 � R E V I 3 1 0 N S �� .JpL ow g g � 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 . +%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 ���,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