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HomeMy WebLinkAboutLot 22-41 - PreciseGrading N W z W ��zLOT 15 m LOT 17 LOT 16 \ PE= 1164 . 0 PE= 1 165 . 1 PE= 1 166 . 4 LOT 14 j LOT 18 PE= 1167 . 5 LOT 13 LOT 19 PE= 1163 . 0 LOT 12 PE= 1168 . 8 \ PE= 1161 . 8 \ _ L 0 T 2 0 59.53 18.60 PE= 1169 . 7� 5S.T2 10.83 � a, \ PE= 1 160 . 6 \2- N +5•(.2oq � `ti P LOT II OFL s° o 1% - U U) PE= 1 170 . 6- A r, raLOT 21 li P E= I 159 . 4 53-22 ��. o ,, •- 2 X1.4 z�. r,3 z• /y --• --~r�"-. �� �s � 1_rJr H P 62.6 FG ca.90 tNer. L�P 64. 4 t_., H.I� e /'9\ 1 .7 F 62-6 63'5 63. 5 INV.n► \o� FG a °� .� 1•� 61 .7 FG 25 FG J FG _ FG FGS ` o"' \ ss LOT 10 � �u `b �► \ FG PE 1163. 51164. 4 �Ga GS -- f'L j •'o P E= 1 1 7 1 . 5 •6 FF PE 1 164. 4 c �L' ,� \'1• - f 60,A PE 1 1 2.4 - FF 111163-•S 1 164.t = FF 1 163. 1 / 65. 3 65. 3 6g• /�'` ' \ 60.A FG FF 11 @1• �� �•�'9,5 \, F + 24 I• x � 3a� F 28 � - /f ,�°' ie ee 63. 5 \ 1 156.28d, - g I� FG A �; 3 64. 4 / � // 3 66. 2 p LOT 9 G 3 3 T.C. �:� 9 5 O 61 .T 8 I F.� • 1 - . G s/ 6e6 f �r PE= 1172 . 3 \ 3 2 A y► B� G �3 t. •O p F� 3 C ► 162 9. �.5 ►V // 6 6 F G 5 3 O F G 1 GF 62,6 GF I ►63.7 GF I I s4. FL. t� FF 66 g. to to.s e 6 •Z F.C'7 6°'A i L.,� GF 1 161 -� 6 62. 1 V2 2 63.4 0.q. i�2x / 3 �'{� 6•.! FG 2 \ 10 Z,° y. - r' tag L.,C?B. '� v� f o G3. 3 8 - Ic ,�.�.y � O 8 !-•► FG _ N I � FL. G ^' ry 2 6S GF 6?-c,-> U.� . X13 �$, 1 �,. u °' c► �� / 44 FG s, e ' 8 ,o�, ,cc•p \ 42.24 Fy•Vl•Gi. O1 ry ti •"�!� 8 65 S S..` A 6 � r �'F / 2° P LOT 8 6 _ N " S 5 _ .H.P •o s 6.2 .� / /sy\591 6 60 ` O`. 3 91 60.0 (•0-3 - co �•24 \ G4F4 /�� FFG /6,T •o P E= 1 17 4 . 2 4 . .5. •s- I�o►G G1. 62.3 �' � q2. .E;Gg ry 65. 9 /rC, -4 •� \� G 5 g? '� " �� 3 w �3 s9" 5. S ?+ 2'�•2 1. S 5g• F Cr < �i rb CS' - O•,� of `\ ,�. •p � ��. * �t3� $ '°' 1 h S� os� N J► c+ G3Z ti� �� ,G.g ° NFL ' N 22.5 I l� •C� a, \ \ �► P 0" C •ap Ge l A 'CIN 3 8 \ g5•°° , P y •60 _ Ile s 9 1156. 70 S �s.e� 7. C. % - - tc S s •2 3 O T.G. /ted' na) 1. L 4 W ��•� ��UG �'6 9 \� ��- 2 V40 6.4° o L T .ss \2 , / is9 Ilt: . 5o NV. 1 `,, '' Or 1 I SIN. S �c G\�c CD to t.F \ •C' �� e�,�'� l S8 1 5 ' CY)n s f \�\�01 ti� G C•, 6 O A. } /Sr •C+ OT 42.75 .5 n \ - C01.9 -T G• AO.05 4 'c' N •L.,G N I c,3 FG (03. FL., B. ^�+ - -84 _ Rso S L 0 T 7 -L , E \ 4C► H P F G �; \ \63 S 4 \ •� 88 \1 `' 5�. oA � co.2 62.4 FG -64. I ,c• �, s 0) PE= 1 174 . 9 41.5 GF 1162_9 LA 64. 3 \ FGFL.,6. ; I N --- GF 1164.5 � \6A•36 S CAI ,`� d � 01) FG C - �� \ G, �rOh•G• �, - '� r'' d _ -i 61 62. T 2 I � B C.48 '° G9 � • ` '�' ^J rn - - _ ,oa GF 1 1 •� 3 N I F.L.,6. S €. $ d� m _ c7 at pl L., OD C-7 - - - `z.c. I L3.G Tom. 65. T T 6 F 3 .2 39 Fes. Gz - -- S ' 1166. 1 1 20 1 39. • C FG b o 61 1 GA GF- I 165..9 T. C. 1 5g,6 Gf \\59' FF 1165.0 s 20.63 _•� _ FF 1 163.4 FL.,G.01. �► �� 1 121 40IPE 1162. 7 PE 1 164. 3 FG C L z 3.o8% 65.4 1 ° 65 .11 -11 ��►7 e + h rcic'il °D � 10 - 11 r °F FIG F F 1 161 - 1 6 2. 7 F G 64. 3 ° \ \65- ry E• `�� Ijo j' ry t - S tN,f ' PE 1 161 • 2247 (.3.0 F G 5 3T &5.q \ 'G D r- y�. FL., H. I FL'K 64. 3 .3 t_.,�r3. ro c' �` oa, m 1 1 F F \ 5g•6 :5 y3.Co T 6 r 1 \\ F G F I•� � � �•1• F F 1166.4 F G •,� _ _ ^�P , 01NV.61 • PE 1 165. T E 6.7 46.1 T, m 0' \ q\ N� o• ^ _ C,4.0 '14.'6s fs z • a �, rn L., H.P - 116T.,3 L.'& .'s C.r FS ° W c� g 25 G � F G 4 FL.,G. ° G� 25 6' - , F 6 F G 41 .88 65. (a F G F G 55. p, 10 � 5g' Sg.6 Fv 65 T 67. 1o� „� �2 cl-z o G5.4 (i(,'1 �' m .L (�.6. b AFL", a\• .L-F,H,p � �L•,G.�. \ m i FG F G Y L01C�' h/AL �'�, a�J, �.(. F G 5 ILASil 6 68.2 68.4 Ez s F3s 6T . Pw; � GF 1 60 N FF 1167.8 ` GF 115T.9 r 2 Il,C• B 519 1\.2 V5.7 PE 1167. 1 FL.,G.b. C 1 I SS S �qu FCS F G 3 ' C• 2 FG F G 6T .T 2 I LOT 83 OPEN SPACE a 6T. 1 67. 1 io %0' 30 b� 1 3s �� r ti... ... rY s•_ PE 1 16 I FL., H.P F F 1 168.4• F G c.-►.I PE 1 16T.7 34 f`v. 68.4 FG FG \ sd 6TG T 6T ,T 68. 4 Ge I Z9 Underground SerV L ce Alert a9cc +' '► FL SCALE: 1 " = 20 ' �; N \�' N a' 1'1• Robert Bein, William, Frost & Associates � � 1 0 �,��,. CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS g SURVEYORS NOTE: f" 55.28 w FL., H.P. 27.72 28755 SINGLE OAK DRIVE.SUITE 250.TEMECULA, CALIFORNIA 92590 1 -800-422-413,3 � t sos� 676-8042 I. ALL DIMENSIONS AND ELEVATIONS ARE IN FEET. 0 � LEOR , TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE Pro , Desi ned By Drawn By Checked By /� C I T Y 0 1- T E M E C U L A D r aw i n No. T. GL JL AC/GL RECOMMENDED BY: DATE://( DEPARTMENT OF PUBLIC WORKS Contractor Horizontal �~ ��y ( � Plans Prepared Under The Supervision Of I , - 20 ' � �• ACCEPTED BY: Q DATE: Ir r(r t`+ TRACT NO . 24 1 3 - F Inspector - L ' ,/ PRINCIPAL ENGINEER. FOR ITY ENGINEER SEE SHEET I 48393 � Dote ��-/- 9¢ RAYMOND A. CASEY PRECISE GRADING PLANS � � - • Vertical J'1 EXP. 8-30-96 C1V1\- �� Date Completed N/A If OF CAL\F R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31 -96 LOTS 22 - 41 Sheet 2o CS J . N . 400 7IG