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Home My WebLink AboutPD1996-10+00 1913.919 1 1915. 1915.850 1915.908 1915.750 4! 1915.686 CHI 1915.725 W 1 a>0l 1+00 N9LS6r3 eitis X 195915 2+00 3+00 4+00 EXISTING TOPOGRAPHY NORTH + N 1914006 + # N 1914700 N 1917320 x1913641 H 2914003 /1II masa 191x134 N 1914391 N 1914613 H 19141• 1 4 + 4 N 1914449 N 1914106 X 2914467 H 1915263 "1914900 N 191500 11 1914396 N 1914690 N 1914524 11 19E4256 + N 1914429 N 1911937 195731 1913.635 1916.160 90 Z 1 dl 1915.790 1915.958 1916418 1916.042 1916217 J • 1915. 1915.73 1911672 1 D4W IH "19153% 9517 H 2915294 N 1915276 H 19=5 x 1914968 + X 195990 ^p�V N19 • 7 X191161 + + B STREET X191191 11191580 X29536 tht- X1916138 141 X191619 X1913911 X ±52 x1914423 +1 1915345 +X 1915891 +X 1915364 11 N X 1916672 X 1916.964 N 1913339 N 1916360 11 195659 N 1916633 111915360 N 1916397 N 1915666 - ! + 1P V9 X 195377 N 191002 N 1941397 11 1915133 X 1925399 X 1916233 N 1914010 /1191 141 X1914975 X 1914364 X 1911331 9t o o + 11 1913669 + N 1914485 5+00 • rr -+ ,429 1913.386 1913.374 195410 14 1912913) 1913.350 1913.327 1913.493 1913.492 1913.419 1V1911446 1913.353 1913.404 1913.447 7r 195496 N 19590 + N 1914619 N 191490 • GTS 1913.537 1913.571 • M a 4 a N 195475 + "1917X3 N 1917318 403 407 "191600 X 1916431 N 1916626 N 1915271 11 1915824 406 400 1913.556 195364 1913.490 CITY OFHASI7NGS, 00 ENGINEERING DEPT. Project B STREET - PINE TO CALIFORNIA Proi. No. 1996-1 Description EXISTING TOPOGRAPHY Design By B.B. Date 9/10/96 Contractor Drown By B.B. Approved By Dm. No. 1 of 2 w 0 0 p w w Y Y W =w U W zQ pw3 W - z 4 o Dcc pJJF- N a 4 EC Q J 0- 1-• - NOTE BOOK 0 p 0 S 0 N z o w 0 8 w z w 0 0O~cc p n z 0 LL w y• , p coJ0 ND. (707 (0 LtJ LtJ J I O d NOTE BOOK 0 z 0+00 SAW CUT STATION TO STATION SIDE LIN. FT. 0+66.2 LT 28.7 0+66.2 - 1+00 LT 33.8 =REMOVE PAVEMENT STATION TO STATION SIDE SQ. YDS. 0+66.2 - 1+00 LT 68 4+74 LT & RT 31 REMOVE HEADER STATI❑N SIDE LIN. FT. 1+00 LT & RT 31 4+74 LT & RT 31 1+00 1915919 + 1915.672 0 1915.757 4 1915.850 O 2+00 3+00 4+00 NORTH SCALE: 1" = 20' 14 194.006 + + H 1914.788 R 011520+ (y N 1913.641 H1913521 H 1914.08 H 1914.834 H1914.317 ��. II 5+00 25' fl 25' 25' - -It 19155751- - - 1 H 1914.446 21 I I 25H 1914.3111 25' L V) H 1914A67 22 I L 23 1 H 1914.611 25' 25' - 25H 19152631- 25 25' I 25' 25' -. _ _ -L-1914.690 I I 1 1 1 11 , 25 I 25'L 44 14 1915.138 14 1914443 H 1914.593 V) H 1914.256 Cr + G EXISTING 36' R.C.P. << w _ « EXISTING 36' R.C.P. H 1914.425 'C '- °� c5. 1� • PP REMOVAL 8& BUILD PLANS 1913.437 1913.550 -0.56% -0.56% 1 - 0.56% -0.56% 1913.388 1913.3741 GTS B STREET 1913.761 CALIFORNIA 1913.353 1913.4041 1915.630 1915.790 1916.042 14 1916.67 W PP • n 25' 25' 25' N 19175 R H 1916.964 lR ew 1913.571 1-1916%42 • 25' 25' 25' • • 25N H 191713 •• 41 1- 25' n 25 H 1916.253 25' 1913.498 25' 1 25' 25' H 1915.475 11 1915 RPd H 1915.271 H 1916.823 H 1916631 403 407 H 1916626 • 406 400 1916.2174 UP BUILD 6" PCC INTEGRAL CURB (47B) STATION TO STATION SIDE PLAN LIN.FT. 0+68 - 1+00 LT 301 32 1+00 - 4+74 LT & RT 301 748 BUILD 6" PCC PAVEMENT (47B) STATION TO STATION SIDE PLAN SQ. YDS. 0+66.2 - 1+00 LT 331 68 1+00 - 4+74 LT & RT 331 1288.2 ENGWNEER/NGDEPT A\aryOFHasrJNGS, 00 Project B STREET - PINE TO CALIFORNIA Proj• No. 1996-1 Description REMOVAL AND BUILD PLAN Design By 6.8. Date 9/10/96/ Contractor Drown By B.B. Pppro ed � %YN✓" Dm. No. I of I 41P:" '1"'-"P:K NAIL '0 CL d»END"OP'•RETURN CTA• B/PINE•••INT N" 1000:00 L: Oaa00 z• 915:94- AP.PROXEVIATELY. 5a8::CUBIC.XARDS.OF.E? CAYATJON.3? ..II: REIDEtU D ERONM'F :CQNSTRTICTION:.V.FTHISTRO*CT.....ElCESS:EXCAVA'JON SHAI 'BETROPEglY ()PAW, IT :O1!: t1 TINGS;'''A I AI7tSrrE'SIiALi BE'DE'ERMINED'$Y' PH'Ir"E1`TGTEER = P:K "NAFL"'0 'END" (4••8ICAC•JF.,••4NT. N'•1373'.97 OF'RETURN R E...1.000.00 1913:83 • 1, 1920 1918 1916 1914 1912 : PtioPogg0 Or : tri w z G. 0 ' EX(S'INC CI. 1 rLl ,o N N (0 a tO ar. 4T b 04 1' SV• a' 01 a M :15.9Ci ENQ 9P 0 0 tT M r0 0 XV N CO a7 • z w 01h Ny CALIFORNIA AVE J 0 0+00 1+00 2+00 3+00 4+00 5+00 6+00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT NATIONAL PRINTFAST PRINTED IN U.S.A. r co 'W W W = W U ~r o O W r W 23 >b99 re �_ OJV- ND.<CC — J 0 NOTE BOOK 0 W O r co 0 S U N z o a W 0 O w W UJ O o K }W O N z I2 W W U ¢ •1- Nac0my NOTE BOOK 0 a 0+00 SAW CUT STATION TO STATION SIDE LIN. FT, 0+66.2 LT 28.7 0+66.2 — 1+00 LT 33.8 REMOVE HEADER STATI❑N REMOVE PAVEMENT LIN, FT. STATION TO STATION SIDE SQ. YDS, 0+66.2 — 1+00 LT 68 LT & RT 301 748 REMOVE HEADER STATI❑N SIDE LIN, FT. 1+00 LT & RT 31 4+74 LT & RT 31 1+00 19151919 1915.757 18 19 2+00 BLOCK 4 20 I 21 1 I1 1 I 14 1913.61 i H 193.51 $1,046.51 $1,046.51 I $1,046.51 I I 25' [25' 25' V1915.850 _ _ _µ + � i"' Al.„i M.J. SMITH'S ADDITION 22 23 $1,046.51 I $1,046.51 l 25-H 1914.3111 25' 3+00 OWNER: DARRYL W. MEIER and KRYSTAL R. MEIER, HUSBAND and WIFE as JOINT TENANTS LOTS 17 — 32 4+00 1 24 25 I 26 27 ( 28 29 ( 30 I 1 + I I I H 1914A�8 H 194,781 H 1914234 I I 14 1914217 I i I $1,046.51 I $1,046.51 I $1,046.51 i $1,046.51 $1,046.51 I $1,046.51 $1,046.51 I $1,046.51 I 1 1 1 14 1914.6/31 H 19152631 1 1 1 25' 25' — I — 25- I 25' — I — 25- I —25'— I — 2 a60 25' NORTH SCALE: 1" = 20' H H 1915.138 H 1914.446 H 1914467 EXISTING 36' R.C.P. H 1914.643 + H 1914593 31 32 5+00 H 1914206 + j B 1913Re I'0- II I I $1,046.51 I $1,779.49 1 1 25' I 42.51' ) H 1911256 EXISi1NG 36' R.C.P. H 1914425 REN❑VAL 8< BUILD PLANS 14 1913.437 1 1913.550 H 1914.596 -0.56% -0.567. - 0.56% A Atm . • 1y�6 B STREET -0.5 _0 1913.3BB 1913.3741 G� G� NI S G\a n 19 I A h 13 a GTS 1913.761 CALIFORNIA 0.71% 1913.353 1 1913.404 1915.790 1916.042 1913.571 PP • WV n 25' i 1 325 25 N 191754R •• • • • H 1916.964 $1,046.51 $1,046.51 $1,046.51 403 25' $1,046.51 407 0 I I I 13 j 12 OWNER: DARRYL W. MEIER and KRYSTAL R. MEIER, HUSBAND and WIFE as JOINT TENANTS LOTS 1 — 16 16 1916.217 4 UP 15 14 $1,04 H'196°42-1 25'25' 25' 25' r 25' I H 1916.253 —j —i— 25' n 25' —I 25%• H 1917.413 •• 6.51 25' i 25' 1913.498 $1,046.51 H 1916223 $1,046.51 $1,046.51 $1,046.51 H 1916.631 $1,046.51 $1,046.51 I $1;,046.5 H 1916.626 25' N 1915 ROl $1,046.51 BUILD 6" PCC INTEGRAL CURB (47B) STATION TO STATION SIDE PLAN LIN.FT. 0+68 — 1+00 LT 301 32 1+00 — 4+74 LT & RT 301 748 7 j 6 1 5 BLOCK 5 M.J. SMITH'S ADDITION 406 4 + 14 1915.475 H 1915271 $1,046.51 $1,046.51 � $1 400 831.82 3 2 BUILD 6" PCC PAVEMENT (47B) STATI❑N TO STATION SIDE PLAN SQ. YDS. 0+66.2 — 1+00 LT 331 68 1+00 — 4+74 LT & RT 331 1288.2 1 :.#1••.=••P:I* •NAIL..®.•CL-0-END••OF••RErt7RN ©" S/PINE""INT. : . 1000,00 1000:00 z..1.J.1.5S4 P.K NAIL..@L.END• '®"' 87CA• C I F:"'INT. N..1373..97 E•••1000:00 Z: :19.13.153 OF • RETURN SCALE. . . NORM; f = 20' VERT.' 1" ;— 2' 1920 1918 • 1916 1914 1912 : PROPOSED"CL LAI K re tri N '0 11f M 1n N 0 r n 4 0) M z re re W 1t - O 4 0 U 0 2 2 W CO : EXISTING CL • to o- 0 h rn N N 0 00 • 0 N r t0 CO N ) 0+00 1+00 2+00 3+00 4+00 5+00 6+00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -ruts DOT NATIONAL fllNVFAS? PRINTED IN U.S.A. NO 1Nta130,300J NOI1ISOd CITYOFHASTINGS, pet' ENGINEERING DEPT. C./ I Protect B i‘ I I °u STREET — PINE TO CALIFORNIA P`oj. No. 1996-1 DeealPsson REMOVAL AND BUILD PLAN Design By B.B. Date 9/10/96 Contractor Drawn By 8.8. Approved 6y Dm. No. 2 of 2 :.#1••.=••P:I* •NAIL..®.•CL-0-END••OF••RErt7RN ©" S/PINE""INT. : . 1000,00 1000:00 z..1.J.1.5S4 P.K NAIL..@L.END• '®"' 87CA• C I F:"'INT. N..1373..97 E•••1000:00 Z: :19.13.153 OF • RETURN SCALE. . . NORM; f = 20' VERT.' 1" ;— 2' 1920 1918 • 1916 1914 1912 : PROPOSED"CL LAI K re tri N '0 11f M 1n N 0 r n 4 0) M z re re W 1t - O 4 0 U 0 2 2 W CO : EXISTING CL • to o- 0 h rn N N 0 00 • 0 N r t0 CO N ) 0+00 1+00 2+00 3+00 4+00 5+00 6+00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -ruts DOT NATIONAL fllNVFAS? PRINTED IN U.S.A. NO 1Nta130,300J NOI1ISOd