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HomeMy WebLinkAboutLot 35-61, 72-81 - Precise Grading 46.04' 71 TS.g •92s- 190 97 33 70.4 w �. FL >>•7 o w 7p• � ? � ��, hl°' S0,g 62.12 w N FL C cv F� 3 16 TC ZZ 6 70.7 70.7 �` �, e FG �, `1 ^ TSS'$ 44.88' 3.75 69.3 5 V- 70.2 "� N o s•1 42.88' 70.2 t 6 z v I F�- 7p•g a I � � FG FC o� "� TS cr v FG z\ : I 69.8 I N N \. 2 FF y 1171.2 41L 70.$ H" - • oC �N I 7.9 ,3 oo �.9 wj 6L F g , o ►� a 2 ^'� 68• .. 400 �-o a 1171.o / \ I G \ 1 r , 70.7 11 p N F ^ I � � a 10, 70.9 - I FG oVG '\ I O 4 70 6.0 0 o . `O / .9 FGr 0-0 ,170.7 / /? �.i FG f 2 15 69.2 a 69.6 / 9• 69• -6- 10.4 76 91' 5 �_GB 69GB Q o 68 S FG Z E z (30 70.3 :,17a'g N • ' �. r' 1- l F 117 i I o1 W FL dF � g,6 0 •.� Iri F S l -.- / e = 1 0.6 � ,1� 6- ' G l O 170 O 1 n 9 ap o 11 o 1.01 MIN in 1. as N - 69.6 -1 • rn .24 '� GB Bg,9 � � 1 1 G 12' �' o n ��' 7 9 ` • 6 S 00 28 00 Q�`�117p 5 a 1_ I � 1• 0 1 57'2 \ CJ1 65.23 +� 11 ' 1 1 so 1 � TC 4• a6 2-oz I 3 10'84 �' 09. 1 70 '�-Gg I FG 1 o Fp •31 MIN I Q FG• 1 1 ,9�� GFr11b8 co I �o I 1 68 o FF _ 1171 .a 5 �• f ' N 69, f Gig`:1170. 1 IPE `' '•34 FS Qa. N 4 I -(�B GF '�� .1 K s r• 10' - 11 0. I ,Q 76 -(fig 68 00 F1: I •- \'o as 8 S ' o ca I os v; ��,�°' 10 +n FS• 88 ° r�'i `' '95 FS F ,.73' ` �? ^� I 1�� '` 8 9 °�'y FS•1e . ' °' 7. b7.10 F L _ F 9 26 C-+ n 1.0x MIN 6 � 71.16' 0) ""� �, ^ 69.23 gp 3 i � 100.54 1 SC O N� CP 70.2 FL SII.�ZN � 0'0 6�G l N a- 0 COR 12 o .� 9. 69.09 •-v v TC %" L a-;,F. ENA7 CII 'r . 0 it 39.5 1 30.89' N N 13 3 7 67 1 Lr 1 �- .27 0• ��7 FS•78 ��" 68.85 N .75 68.49 ' 1y _ ^ 00, FS FS 6$.97 FS o T ,34 cr rn FS co � 67 ��, •6 FS N 48.75 467 .08 b 7 03 x8.01 1' �h o N 67.85 • 67.7 67.63 _ YP co F$ FSS a FS FS 7. 1� bl•6 10 5. �4 • 4 sa y` FL \\ GO �`GB a FG GFS 1170 2 O 6e4 v>, 6g'4 ,a 1 FG \ \ / a U 1 \ .0 • �'�? �.� � a11o6 • $ I GF=1169.6- 5' $' 68.9 ;1169.2 ` 1 \ r 69.2 0 o FG I • cr ,�• F FG o '81'�' 1 11 / .4 G j I 69.6 I FG 003 68.1 p •10 - r \ r-n r, SGP�E. ON 1 1, 09.0 I 3 I •9 N "v •cr ori• \ n r L` 3 o ao 67,9 �`• 8 7L ` `��,, I -���J _ _ 1168- y \ N >> F 5 . �� F - 3 ' 3 G a0 0 _ 1168 o 'o �o ti I. .2 87 o PE \ -A a7 a °� = 0 2 I �� 3 \ ie z' z 'L �Z F _ 1 � . F - 117 /-tea o I I g.2 y FL 0.7 L! .1 S 116 7.� •� � ,r PE _ o PE � � 6 �b G, •c! �1 11 ,�. 117 z � i� ` FF 168. p 70.6 0.2 -. FF = I - 1 . s / 70. "` �• I 1169.7 r p� 3 5' PE = 1169. .•10 FG FG FG o o I FF 1170. 1 69. 2 .-, 6d G z _ _ I FG z G F \ , F 2 �. � PE - 1169.6 z 69. ` 5 F ,� � . 69,g - k x 7 G 68.6 2 68• fib 6s \ 67.23 V FL TC FL N FG ?E�`' o g5 eV CV 8 /if in � o Viv-% r - (v 69.6 �•r t • \ 0 N FL 69.6 � � F 70.3 7 �, ,� - ` - FG FG 5, ;., Iw-� CN hP-� o Hp�-L 69.1 z 68.9 g LS $ 69.3 f o . * FL o p 69.1 '.p_FL µ TS 71.6 co "` "` N FL $ .- 71. S N - -� O 23.50' TS 50.34W.Nt .7 a:•• TS 69.4 � 70. 69 59� 60.29' Fp-FL TS TS �. N �0� f cV Ca 20 0 20 40 60 GRAPHIC SCALE a CL UM)ERGROUND SERVICE ALERT PLANNING ■ DESIGN ■ CONSTRUCTION N CALL TOLL FFEE VW"EZ ROAD,&M,00 z 1-800-422-4133 ' ' T1=�cuLA,CALIFORNIA 92591-4679 C O N S U LT I N O 900.6.6042 n FAX 909.6767240 ■ www.RW.com Q c� TWO WORK I NG DAYS BEFORE YOU D I G LDO 1 -157GR Z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY �q� QROFESS/p�,� Drawing No, o �\ j� M. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE: l Z d CITY OF T DEPARTMENT OF PUBLIC WORKS C5 Contractor HORIZONTAL �``' i�� l�'z *dl Plans Pre ed Under The Supervision Of �• ACCEPTED BY: DATE: o1 20' W.430PRECISE GRADING PLANIns Inspector --To DEPUTY DIRECTOR OF PUBLIC WORKS/31 04 Date: S LO IC EL A YLMAN RONALD J. PARKS VERTICAL C 1 V 1\. TRACT NO, 24136-1 . PHASE 1 Date Completed �lF o�� 43090 3-31-04 =_ :_=. . CORTE V Q N/A OF CK �` R.C.E. No. Expires R R.C.E.C E No. 19744 Expires 9-30 05 ,rr .aes-= I LLENA LOTS 35--49 0 "�` SHEET 2 OF 4 r r 116 49 1- �\ �\ C 1 � X15 • SLOpE , .�� V. 20 O 1.11 61.7 TC v 0.33' � 7� � \ \ 61.4 -Cr v TS 50.33' 6A•5 - 44.58 i5 o r 61.1 45.07' N N N T5 60.8 •a ` o4j t5 N_ - 1�N •'� � O 0 O irk SA.6` , 4j�• ,��' o ;w '� �9 N_ - c'T .rr\r TC N FL N ` tib - �+ . \ 6.3 1 3 _ �aQ /2 cTlqz C V 1� /3 1-4 v . <3 -.-%, 65 k I 35 .4 W 59•� 59.5 �G 'p PE = 1159.1 O 'cP G 0 _ FF 1159.6 ',P .75 PE = 1160.4 -a F 59- F FF = 1160. . _ o� 2 �� o Z G' FL 9Z _ _^ �Z.4 \ 3 ® \z / 2 _ \ s, 45 I II '-� o -__ 1 _ ,c�Z •3 I C ,` .3 0o _ S'W.�l .3 7. PE 1160. \Fs9 FF PE 1159.5 16 C • 76 r IPE 1159.8 c `I F 1160. o 9 \ Cb 12 A \ N 10 7.8# GFx 11 O •� N I R 1 o 2- � \ 5 � O n � 5' 60.4 d I _ I6-4 a; 9• 5 cO c� �` I� 17- • to O \ 00 OF. GF-1160. 7 `�D `- - 00 , 59.8 57.;ro \ 53. �r a) h 4n k � �� � 1� N .� 53.73T ' F S •�S 7 816 \1'C o \ , N .96 1 5 mm R/W!7�r S/w cv r o �3 co + C11R8 #c (OTTER \ N33 o.52%52% - ° 7.35 20 82 5 16 \ o +•�� � X45.1 rn�F$C 0 1 3 CURB 11 C (71 ap - •2� CP I\ �I 4 •61' S/w 0yooA 2 0�4' CP f '�` •� $ .8 S -c� ,' �� + 3 + 3 `S> h C� •$ '+ -�� 9 o, ,- n + 3 ° FS'�S � `� \ ��, � 20 0 20 40 60 5• J co,�cr) . 31. 10• S \\ S '6~ 1 .51 4 F � \ �v - 4 .61' -F / -1159.1 � -' G \ 1160.5 c1► °''° rn 47,E ,n `'] y O �' '� "" ,�ao I N v' ',� •. '`> > ;, ` �•O •o \ GRAPHIC SCALE L\ lb O - Cb • - O J g o .4 5.4 '� I 60.2 5s Cn�_ � 4 � 5 5 � .3 I 4 ro �9 1159.9 4 _ ® ' 9.5 � cr & 1 � 49) 0 1 - i '� 6' ( =1159.7 (F-115 I 6.4 1 ___� -o -~-� •O F N F`- I `l� I 15� > > PE - 1158.9 \' F I - q FF = 11N 6/ 2N 59.4 .94 I c�+ I F N 10.38 © r, � �•4 5 I S9 I .3 .2 fd ' _ �e - o I- •3 FG ' _ �, PE - 1159.2 0- G PE - 1160.5 0 ' ' o +- c� 6. I �- cr .5 - FF = 1159.7 S o� FF = 1161.0 9.2 6) .4 3 z 2 39.9 0 w WE 1160.21z _ at 2 n� Z - FL - FF 1160.7 A" - p _ S �-'- - _ �o a n -5 O PE - 1159.9 0 PE - 1159.7 9 Z N PE 1159.5 I a �. Q - - N •8 'O -r- FF = 1160.4 I ^ FF 1160.2 G ' FF = 11 fi0.0 _ �° 44, ! � •O / _ �' - - .-- ,� ' ►--� cab - o .2 � z I _ LA oe .� C0 .61 FG sp? _ a.6 12.71 .-• .i G ►� G - 50.4 4 39.0 cr Z A - -� 14. 3. - '�- yg,2 1 \ An 3®.1 FL _ ;�' fG _ 32.56' FL A �.O � � O � 39. ^` - N � � � -�- - _ 5A.9 OD 50. C N C14 FL46 FL U h� TRA T e - �: N �C• - OVNDA R 1' `� - o ch. - FG59.7 59.9 /`/j►I h NFG G �� r w w- - 116 _ E 2: 1 SLOPE 66•,2CL o - _ - 116 16g-1 o \ 56.03' 65.49' 1 17 50.93' 15 \ N ar� � 1110,1 45 46 44PE 1170.5 04 PE 1170.7 - pE - 1170.9 ` \ c*a cv I w V) a tMN RG ROUND SERVICE i C 1 ALERT PLANNING ■ DESIGN ■ CONSTRUCTION N 11-0 CALL TOT. FREE ■ ■ ■ ��•27 a51�z ROAD SUITE 4W z 1-800-422-4133 CAUFCffU C 0 N S U LT11 N G WD 6MAM - FAX 9M.676 7240 wwwAW cam TWO WORKING DAYS BEFORE YOU DIG LOv 1-157 ' a pF E S S 1 DESIGNED BY DRAWN BY CHECKED BY Drawing No. o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q� pN' RECOMMENDED BY: DATE: / d�' a/ DEPARTMENT OF PUBLIC WORKS -- Q T. BURNS I DE T. BURNS I DE M. TYLMAN CITY OF T U Contractor HORIZONTAL ,``�� �vy`�� rrl�� `�- Ions Prepor Under The Supervision Of 0 1„ - 20, No 43090 y LACCEPTED BY: DATE: s -/0/ PRECISE GRADING PLAN 3 LO o Inspector °` Exp. 3/31/o{ Date: Z7 DEPUTY DIRECTOR of PUBLIC WORKS TRACT NO . 24136-1 , PHASE 2 MICHAE A. T AN RONALD J. PARKS < VERTICAL r c 1 ,�. CORTE CARDOZA , LOTS 50-56 �t 77-81 0 Date Comp I e t e d �lF p �1F��� R.C.E. No. 43090 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-05 r, �eea n N/A FCA •�• SHEET 3 OF 4 5 2: 1 SLOPE 114 150- 115 CPJ 50.07' 1 16 .6 1 50.33 62.0 6o.S 50.33 65TS 50.41' 62 B .0 50.34' Ido w 10 �►� - . - w 0060.2 LA N 5.IM' o � N r- � � z FL " Z d m 5.ISO o O Z 61.3 _ ail °° N � g �" _ 6.43 � ; 1161.01 F 60.9 . 61.o FG •3 b� 60.7 '60.6 � 60.4 o Ca ,9 V_' o Z FL 60.8 z � F' 60.2 I n . FL FL '3 �� N O d' .3 I o npi rD Ca - ' S\ O lb .:2 \_j I." �r "� ~' z 'd' Z O O I O Z. a/ 1 0 PE = 1161.9 M z C PE = 11 fi 1.3 H - A PE 1160.7 „ - z FF = 1161.8 rn FF = .2 J PE = 1160.4 1162.5 g b 6 C� FF = 1162.4 - - ~`' C„ PE - 1161.5 FF - 1161.2 CA Obt PE = 1161.6 Z - I tr Z Z Z N cv FF = 1162.1 I v ~ ca �12 �! I - ® 1 1 5.31' .2 I I oil I .39 „ --- .� ! (�1 r ____ I I r I '�' lb r - -------- .4 1 I •O .4 �O I I I ro~'�Co I .5 '�gj _ O• j s, ra 1 1 N I I 7.76. I o •2 ,�O' ' 1 00 O a 1 F I •�` t; / � I co - 60.0 (,� •p - 7.85' 1 G�=1161.9 5, GFS 1161.6 + 1 GF 1161.3 F GF-1160.7 _ 5 ,t o �� 5, GF=1161. <`� O• O _ _ �, cn cT _ 1 1 U, ni ao 1 ~ �`�1 rn O 1 �� in ` S a+ °°°' •cT R do J'S / _�'r - ' c0 .•rte S 8 '� , Cb 1q t�`� •> cv �V w' a'0. 1 00 � a� o O y 0 a4 �* 6 FS � 5 w s 43.8� � � - 6.58 53.72' 53.72 s w R w s 53.72' 0 53 72' s w w s S/W �1 0o, � I PO •r + N N N .� ,�� " -ft r- ICURB & GUTTER �,, N l + 3 ~ C p B Y + # . 1 SEDER -- 14 13 $ 'rn CORTEOy52x " CURB w o T v p_ CORDOZA No 1n 11- t3 -8 WATER, t� t W S 28.92' 21.49' R/w 50.83' s ww s w s 50.82' a ►�O �c� 1 0 59"68 _ S9 ,c.`s� O 'p - ��c� c>fl � •W► � ,� S �' K .� �o CV) r- -r1� CU - p�• to J /�S �'4j� •� C7 rn 5 �6` I =11 1.7 GF=1161. ,. 5' 5' GF=1160.7 5_7771161.2 3) GF-1161 ' I 1 g2 .� B1.7 G N `` - N �• o I �6 �.& I 11K' p 1 1 IJ .4 I o IC14 �. .5 I 6 I II , N I /_2 2 •I I� .2 7, -~... .- m U ---J .06 � �z _Z .1 /-S-\ -&.3 fie) 4� z "c o o It—o Z U .2 I 60 0 PE = 1160.5 v� h 1 g PE = 1161.7 N o N roN ? I o �('' g � FF = 116 _o FO � � •1 � ( N I PE 1160.7 - g c? A 6 - - " PE = 1161.2 O I �• 7 •-- PE _ 1161.5 O I1161.716' - FF = 1161.2 r' �O ® �C '� I FF - 1162.0 .- FF = �C r- - PE = 1161.01O - o I h I - �' FF = 1161.5 - 001• ��! �'� 'Z' O FL 2 61.0 `` ® z- 19- F1_ 60.6 o z .28 60.8 ,g 60.6 10 FL r O d`� I d, r� 60.0 - FL 60.9 FL FL - (0�� G •O _ ' - FL 60.0 61 01 alp CY) FL 60.S �-~ - - 20 0 20 40 60 63.2 � � 6� - � - g � � •� 60.5 SO� - o FL o TS 62.7 ? -� 0 51.7 Eli ,�. � 51.69P TS 62.5 62.2 `.._ _ g Ts- TS 53.es TS TS .85 - 53.85 GRAPHIC SCALE � r.. 1 16 TRACT BOUNDARY N p 155- 2: 1 SLOPE ' 0 1 15 N 5 1 14to - - C7 a. 0 -� Rj24 ` I W Q tMDERGRO a UND SERVICE I © ���R� PLANNING ■ DESION ■ CONSTRUCTION N CALL TOLL FREE ■ ■ ■ 0 IM"�'ro�o,surf 400 1-800-422-4133 �CA� 92,%1--46799 CONSULTING WOO PS 00 - FAX 90®.676.7240 - www.RW com 0 TWO WORKING DAYS BEFORE YOU DIG L_D01-1 rj7GR z a J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCAB otvESSiok DESIGNED BY DRAWN BY CHECKED BY Drawing No. o O A t T. BURNS I DE T. BURNS I DE M. TYLMAN RECOMMENDED BY: DATE: l CITY OF TDEPARTMENT of PUBLIC WORKS Contractor HORIZONTAL ,�`� 1c��E r��' �� PI ans Prepare der The Supervision Of o s uperyon ACCEPTED BY: DATE: �t J PRECISE GRADING PLAN 1" = 20' w No.43090 • Inspector � DEPUTY D I RECTOR OF PUBLIC WORKS Exp. 3/31/04 Date: -11/2-7/b RONALD J. PARKS TRACT NO . 24136- 1 , PHASE 3 In a VERTICAL Jr C 1 V�� ��� Y N � p - - � Date Completed �lF � 430 0 3-31-04 - = CORTE CARDOZA , LOTS 57-61 & 72-76 Q N/A OF f,�l R.C.E. No. Expires R R.C C.E E. No. 19744 Exp i res 9-30--05 '�. a SHEET 4 OF 4