The URL can be used to link to this page

Home My WebLink Aboutpd1992-41 DRAWING NUMBER DRAWING NUMBER Sheet 1 of 3 DRAWING NUMBER PD 1992-4 FILE 6 • DRAWING NUMBER S 2 F z � b 9 LEGEND: • — FOUND SURVEY POINT O — SET SURVEY POINT P — PLAT DISTANCE A — ACTUAL DISTANCE R — RECORDED DISTANCE C.T.P. — CRIMPED TOP PIPE O.T P. — OPEN TOP PIPE OHE — OVERHEAD ELECTRIC NOTE UTIUTY LOCATIONS SHOWN ARE FROM THE BEST INFORMATION AVAILABLE FROM UTILITY COMPANIES. FOR SPECIFIC LOCATIONS DURING CONSTRUCTION CALL UTILITY COMPANIES PRIOR TO DIGGING so 0 0 SCALE 1' - 50' 30 100 130 M•••• NOTE: ALL CONTOURS EXCEPT THOSE IN RIGHT OF WAYS WERE DIGITIZED FROM TOPOGRAPHY PREPARED BY JOHNSON ERICKSON O'BRIEN LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT, MAP, SURVEY, OR REPORT WAS MADE BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION •AND THAT I AM A DULY REGISTERED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF NEBRASKA. DATE: it/13/12 �s ELKRIDGE DRIVE °`° FIRE HYDRANT •' PRIVACY FENC OLD CONCR •' PRIVACY FENCE IMO C E-1.2111 • I.E.-1911 $I v7 / O 0 h LAIRD AVENUE 3/4 OTP 6 7 1' Ch i i 44/ / / 1 \ WERNER \ SUBDIVION \ BLOCK 1 BENCHMARK C.E.•1927 1 I.E-1911.50 12 \ \ ctio • -J C 13 \ 14 \\ \ \\ \\ • lipAr 15 4' \ \\ 16 INDIAN ACRES ADDITION lktir 17 \ 16 \ F'Js foje \ 1 - \ 1 /Y REAR POWER POLE \ \ C E40 90 I E -1923.90 NEW NCRETE 70' E.O.W. -1942 ti 19 20 leas 21 1942 het 1940 1277741-16 70' E.O.W. 0 GAS VALVE WROUGHT IRON FENCE POWER POLE BLOCK 2 0 1 - REVISIONS NO. DATE 1 11/14/92 BY JPE EHRHART GRIFFIN & ASSOCIATES 3915 Cum't . SuarL Omaha, Nebraska 68131 402 / 551-0631 • ENGINEERING • PLANNING • LAND SURVEYING 1- 1— .c - 1— 0 1— La Q � N e cem z DATE: 11-16-92 DESIGNED BY: 0JD DRAWN BY: D.E C CHECKED BY: RGG SHEET NO. 1 Icc W 07 2 0 5 cc DRAWING NUMBER w 0 4J 0 x DRAWING NUMBER `i PD 1992-4 FILE 6 DRAWING NUMBER HOOD CORPORATION • IRVINE CALIFORNIA . IRVINE CALFORNIA 0 8 0 0 x 2 u REORDER BY NUMDER O75AP a 0 REORDER BY wMBER 075AR Werner Equipment Inc - S 28,401 16 Sidewalk - $ 629 10 \ \\ \ \ WERNER Driveways - S 3,588 75 SUBDIVISION 4,4 BLOCK 1 SIDEWALK TO 13E-, CONSTRUCTED BY OTFNRS NOTE \ ALL EXCESS EXC TION FROM STREET\ IMPROVEMENTS SHA BE STOCKPILED 01M LOT 2, BLOCK 1, WERNER S (VISION IN A LOCATION AS bRERMINED BY THE A CHITECT/ENGINE 50 -16:1\14> SCAL 1" = 50' \ • 100 S13,276 06 Sidewalk - $\ 566190 150 Meters \ BLOCK 2 LOCATIONS OE CURB- DROPS IQR DRIVEWAYS VERIFIED-'WITH\CONTRACTOR MR ESSEX CORP BUILD 319 • LF OF 4' x 4 PCC SIDEW(4' WIDE) (ABX) W/ TYPE WHEELC ' IR RAMP H u2 650 491 TC DROP CURB FOR FUTURE WHEELCHAIR RAMP (TYP) AT ALL 4 CORNERS Cn 4) essl ,i/4' OTP 184 56 84' e4' 14' e4' se' 1 8 7 6 1960 1950 1940 1930 1920 PAZia rr CO rn 0) Dean Hinrichs and $ 7,624 86 Thelma Hinnchs 12 U) BENCHMARK Timothy R Preuss and Sandra L Preuss S 433 24 13 $ 3,667 54 14 $ 3,667 54 15 $ 3,667 54 16 $ 3,667 54 17 $ 3,667 54 Pauley Land Development Co INDIAN ACRES ADDITION STA 10 + 00 TO STA 20+ 24 56 (LT 81 RT) BUILD 4296 SY OF 6" PCC (47 B) PAVEMENT W/2023 LF OF 6"PCC (47B) INTEGRAL CURB 18 $ 3,667 54 19 S 3,667 54 20 $ 3,667 54 NOTE SEVERAL CONCRETE SECTIONS IN INTERSECTIONS WILL REQUIRE REMOVAL AND REPLACEMENT LOCATIONS TO BE DIRECTEt BY THE ENGINEER 21 $ 4,278 80 Alfred L and Sharon K DeBacker 1' 70' 1.0.11. HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 5' REVISIONS NO. DATE BY PVI STA = 19+00 HORIZONTAL SCALE. 1" = 50' VERTICAL SCALE 1" = 5' 3915 Omaha, • • • EHRHART GRIFFIN Sc ASSOCIATES Cuming Street Nebraska 68131 402 / 551-0631 ENGINEERING PLANNING LAND SURVEYING WING JD PR rREET IMI RIVE TO ' ;S. NEBRAS DATE: 11-2442 DESIGNED BY: DJD PVI STA PVI ELEV A D = K = ' = 16+50 = 1934 52 -0 95 05 26 - SHEET NO. 2 PVI ELEV A D = K = 75' = 1939 12 1 04 72 12 VC ii is PVI STA PVI ELEV = 11+00 - 1020 62 100 VC r t X w EVCS: 19+37.50 N I. - AD = K = 204 100 -049g 08 VC c g _ ir a = 1928 62 1911 98 1911 98 kin } ^ NS Gs , o g ii- EXISTING GRADE n i 2 - ---- - -- = __ I g ii. —� 32 2 4 RIM ELEV INV IN = INV OUT = _-___—__—_ ---- --d415- - II �-� 41 -� +0 409.1 PROPOSED CENTERLINE PAVEMENT (LAIRD AVENUE) I o I a) to am I - w z I OF 14th St l' ri END PAVbAENT CONSTRUCTION BEGIN PAV MATCH EX ci 1 I • caii ( a1 co t0 OI 1930071E c� - cis ��pp al & 0 Q) til m 1932 29 Q 1932 74 Q � M a) 1933 63 Q• & O M a) co (0 of & aa �!' a) ,.y p 2� 1n 2 a1 c.�1 co M a) 1937 84 G 1938 20 Q 1938 34 TC ELEV EXI: 1939 3 GRADE (TYP; a� il 0'g1 �u I� +N cr MR 0 ws. 11939 33 G I +48 56 1939 83 TC o + f 0) a) 1940 a L +24 56 N N a, cl rn N a) 1!21.010 1921.5111TC 1930 3 ��y n e) O NN O) ww 1929/1G 1930.21TC 1931 1 Ng M op Ir�g a) ww 1930600 1931 IO TC 1931 9 1931.044 1931.54TC 1932 3 1931 49 G 1931 99 TC 1932 6 1931.930 1932.43TC 1933 0 1932 38 6 1932 88 TC 1933 4 N O M1 t aa) w 1933 27 G 1933 77 TC 1934 7 1933.71G 1934.21TC 1935 4 ♦h♦ M! ws. O co rnM�p '' ao �j co • 0 els. 193600 G 1936 50 TC 1937 4 1939.920 1937.42TC 1938 4 11+00 10+00 11+00 12+00 13+00 14+00 15+00 11+00 17+00 18+00 11+00 20+00 1960 1950 1940 1930 1920 D/7'Wf IIi'I 101400 921208 REVISIONS NO. DATE BY 3915 Omaha, • • • EHRHART GRIFFIN Sc ASSOCIATES Cuming Street Nebraska 68131 402 / 551-0631 ENGINEERING PLANNING LAND SURVEYING WING JD PR rREET IMI RIVE TO ' ;S. NEBRAS DATE: 11-2442 DESIGNED BY: DJD DRAWN BY: DEC CHECKED BY: RGG - SHEET NO. 2 9 _ 0 8 0 0 a 4 a 0 8 0 0 z 2 1" PREMOLDED FILLER SEALANT FILLER ( HOT POURED TYPE ) 1- OEXPANSION JOINT LOCATE AS SHOWN ON THE DRAWINGS AND WHERE ABUTTING STRUCTURES. GROOVE 1/4" WIDE X 1" DEEP AND FILL WITH SEALANT NO 4 TIE BARS 2'-6" LONG AT 36" 0 C T/4 + 1/2" OLONGITUDINAL CONSTRUCTION JOINT WIDTH OF SAWBLADE 1/4" FILL WITH SEALANT 1/4" NO 4 TIE BARS 2'-6" LONG AT 36" 0 C NOTE CONTRACTOR SHALL PROVIDE A CONC PVMT JOINTING LAYOUT PLAN FOR REVIEW COMMENTS AND APPROVAL BY THE ENGINNER OLONGITUDINAL HINGED JOINT GROOVE 1/4" WIDE X 1" DEEP AND FILL WITH SEALANT 1/4" 1 4 SLOPE H NO 4 SMOOTH DOWEL BARS 2'-6" LONG AT 36" 0 C FIRST SLAB NOTE. USE ONLY AT MIDDLE THIRD OF NORMAL JOINT SPACING OEMERGENCY TRANSVERSE CONSTRUCTION JOINT FILL WITH SEALANT WIDTH OF SAWBLADE 1/4" 1 /4" n �Q. OTRANSVERSE CONTRACTION JOINT 1- CONC. PAVEMENT JOINT DETAILS EXTENDED COMPACTED SUBGRADE MIN 12" BEYOND BACK OF CURB INTEGRAL CURB SECTION SEALANT 1/4" SAWED OR EDGED JOINT Mffin INS COMPACTED SUBGRADE TYP /\ / OSECTION CONTRACTION JOINT 8' FILL WITH SEALANT " INTEGRAL CURB DETAIL NO SCALE 7" PCC PAVEMENT CONC PAVEMENT JOINTS 36' 2% r, 10' 27. z 1" PREMOLDED FILLER COMPACTED SUBGRADE NOTES 1 LOCATE E J AT POINTS OF CURVETURES FOR RADII OF LESS THAN 100 FEET 2 LOCATE E J WHERE CURBS ABUT INLETS AND OTHER STRUCTURES 8' SECTION EXPANSION JOINT 2y MW INTEGRAL CURB CONCRETE PAVEMENT COMPACTED SUBGRADE (TYP) NOTES. 1 SPACE TRANSVERSE JOINTS EVENLY WHENEVER POSSIBLE AT 13' MAX 2 USE CONSTRUCTION JOINTS FOR ALL LUG OUTS AND WHERE TRANSVERSE COLD JOINTS OCCUR AT MIDDLE THIRD OF NORMAL JOINT SPACING 3 SUBMIT A PAVEMENT JOINT PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION TYPICAL PAVEMENT SECTION NO SCALE i " 12" 4 0 a GREASE THIS END ONLY STANDARD DOWEL BAR ASSEMBLY 18" 3/4" BOARD LEFT IN PLACE (SEE NOTE NO 2) NOTES 1 CONCRETE SHALL BE SG 65 AE OR FL 60 AE. 2 3/4" BOARD MAY BE OMITTED IF CONCRETE FOR HEADER IS PLACED A MINIMUM OF 12 HOURS AFTER ABUTTING PAVEMENT SLAB CONCRETE HEADER NO SCALE EXIST JOINT OR SAW JOINT — 2" X 1/8" MIN RESAW JOINT AFTFISR PLACEMENT OF NEW PAVEMENT EXIST CONC PAVEMENT TC P SEALING FILLER 1 - /\/ TC P 5' MINIMUM THICKENED CONC. PAVEMENT EDGE NO SCALE Safi STA 19+4856 P TC P ePtil '4 L:h1 •L1€1 STA 19+86.56 �I 40.72JP LAIRD 8.33P 39.881P AVENUE 40.54 40.04 TC P STA 20+ 24 56 SfJ11 TC P 1..111-V1 MARI P TC P COMPACTED SUBGRADE LAIRD AVENUE 0 14th STREET SPOT ELEVATIONS SCALE V- 20' PROJECT NO. 921208 REVISIONS NO. DATE BY )EHRHART GRIFFIN & ASSOCIATES 3915 Cumlng Street Omaha, Nebraska 68131 402 / 551-0631 • ENGINEERING • PLANNING • LAND SURVEYING D AVENUE STREI AN ACRES DRIVE HASTINGS, IN DATE: 11-24-92 DESIGNED BY: DJD DRAWN BY: CTS CHECKED BY: RGG SHEET NO. 3