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Home My WebLink AboutR-397714Ld C) LLJ 0 .............. ... ..... . , I . MATCH EX ......................... � .. .......... 00....... . . . . ... . .. _.. r. .......... .......... ....... .... ................. .. .......... .......... ........... . .. .4. . ... ........... . ......... -�-2 ............... .. ............. ................. . ......................... ..................... ........................... ...................... ........................... ................... ........... -30 .................... ................ ......... ............................ ....................... . .. STA 105+93.79, ............... .......... . ............. ............. . .......... ........................... .................. .......... . ............. ............ .. ............... ................. ....... ...... ........... ............. 5' LT 4 END . . . . . . . . .. . . . . . . ... . . C- 2 BEGIN ..-3- ----- -- - --- ...... A A. .. ........ 25-P && DETAIL r2"***N, V_NJ 1 " =1 0, PP2 NE 4TH ST AND WHITMAN CT NE DETAIL /001� 1"=10' PP2 OUT, EX SIGNAL FOUNDATION x am 3 P . ........... :.4. ... ......... ... ... ........ . ........ .... ..... d. 4 ... ... .4 ....... 4 :-.- .... ......... .. , ...... .......... ............ ...... 'A, ...... .... . ............ ........ 'A' .......... ........ 4.:. ..... .............. .:A oOr RAMP AT NE CORNER NE 4TH ST AND UNION AVE DETAIL roi1 1"=10' PP SPECIAL RECORD DRAWING NOTE: SIDEWALK AND CURB RAMP POINT LOCATIONS AND ELEVATIONS SHOWN ON THIS SHEET WERE ADJUSTED DURING CONSTRUCTION AND DO NOT REPRESENT THE EXACT BUILT CONDITION. THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. b E S Sc WA 33242 6'.-JSTE REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATEi 1/3/14 BYi ECS _ I CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RRMP9 TIB # 8-1-102(033)-1 Y8" EXPANSION JOINT (TYP) SEE WSDOT STD PLAN. F-31 TRAFFIC SIGNAL POLE FOUNDATION CAP SEE DET /077'\ ..................... :41 . . . . . . . . . . . ... . . . . .. ... . . . ... . . .. . . . . RAMP AT NE CORNER NE 4TH ST AND WHITMAN CT NE ... .. � � ............ ............ .......... ............................................... .................... I ......... ............................................................................ ................................................. ................................................................................................. ......... ......... ......................... ............ ........ .................................................... ............ 1 .............. ............. .................................. ............. 1 ....... ................ ........ ............................................................ __ ......... ......... .... ............. . ... ........... X .................... ........................................ ........... ....... ........... .... ........................... ....... .... ....... ....... ... ....... ...... ...... . ... .. ...... ---- ........ .... ...... ..... .. ...... ................... .......... ..................... ........... ...... �1_ - RAMP AT SE CORNER NE 4TH ST AND WHITMAN CT NE AL DETAIL d 4 w 1"=10' P PP 2 -4, 4, POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 100 1+20.99 43.58 LT MATCH EX CURB PCC 101 1+26.40 36.26 LT 400.60 RAMP 102 1+34.21 33.11 LT 400.39 RAMP 103 1+36.09 33.00 LT 400.36 CURB PT 104 1+39.85 33.00 LT 400.30 CURB 105 1+36.09 1 49.00 LT CENTER OF RAD POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 200 7+00.32 33.00 LT 391.65 CURB PC 201 7+18.35 38.00 LT 392.74 RAMP 202 7+24.81 43.00 LT 392.87 RAMP 203 7+35.29 69.36 LT 393.99 CURB PT 204 7+10.32 43.00 LT 392.94 BOW 205 7+05.32 43.00 LT 392.58 BOW 206 7+00.32 43.00 LT 392.23 BOW 207 7+00.32 38.00 LT 392.15 FOW 208 7+05.32 38.00 LT 392.51 FOW 209 7+10.32 1 38.00 LT 392.86 FOW 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametdx.com 2 RECORD DRAWINGS m REVISION SURVEYED: DESIGNED: C. SCHOTT ECS 11 /3/141 DRAWN: J. BBEEZVOG ECS 106/25 1 CHECKED. BY I DATE I APPR I APPROVED: SCALE' AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY GENERAL NOTES: 1. ALL CALLOUTS ARE TO THE FLOWLINE 2. ALL SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT 3. SPOT ELEVATIONS AND DIMENSIONS SHOWN ON THIS SHEET ARE PROVIDED TO AID THE CONTRACTOR WITH INITIAL LAYOUT OF THE PROPOSED IMPROVEMENTS. THE' CONTRACTOR SHALL FIELD VERIFY FORMS PRIOR TO PLACEMENT OF CONCRETE AND AS OTHERWISE NECESSARY TO CONFIRM THAT THE FINISHED PRODUCTS MEET THE REQUIREMENTS OF THE APPLICABLE REFERENCED STANDARD PLAN(S) LEGEND: PERVIOUS CEMENT CONC SIDEWALK ............ CEMENT CONC ................... PAVEMENT/SIDEWALK .................... .................. .................. ......................... HMA CL Y2" PG 64-22 PAVEMENT .......................... ......................... LANDSCAPE AREA -SEE LANDSCAPE PLANS NOTES: 0 CEMENT CONC SIDEWALK. SEE LEGEND FOR TYPE. CCEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-02 OCEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-02 CEMENT CONCRETE TYPE 410C CURB, SEE OCEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F- 10. 12-02 OTYPE C PRECAST TRAFFIC CURB OCEMENT CONIC CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-01 OCEMENT CONC CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-01 8 CEMENT CONIC CURB RAMP TYPE COMBINATION PER WSDOT STD PLAN F-40.14-01 11 REGRADE YARD AT NST 3(HORIZ): 1 (VERT) TO MATCH EXISTING POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 300 7+76.75 55.39 LT 394.09 CURB PC 301 7+81.14 43.66 LT 394.58 RAMP 302 7+84.40 39.87 LT 394.50 RAMP 303 8+01.61 33.00 LT 394.23 CURB PT 304 7+98.61 38.00 LT 394.64 FOW 305 8+00.07 43.00 LT 394.70 BOW 306 7+91.07 45.55 LT 394.78 BOW 307 7+82.22 55.96 LT 394.67 BOW 308 8+01.61 58.00 LT - CENTER OF RAD 309 7+9*2.45 34.74 LT 394.34 RAMP 310 7+97.26 33.38 LT 394.28 RAMP 311 8+10.07 38.00 LT 395.17 FOW 312 8+10.07 43.00 LT 395.25 BOW 313 7+95).26 44.36 LT 394.78 BOW 314 7+87.83 49.36 LT 394.86 BOW 315 7+86.19 41.40 LT 394.69 FOW 316 7+93.73 39.12 LT 394.70 FOW 317 7 + 82"). 19 45.40 LT 394.77 RAMP POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 400 7+69.32 68.56 RT MATCH EX CURB PC 401 7+72.11 54.29 RT 393.35 RAMP 402 7 + 7 5.55 3, 48.09 RT 393.47 RAMP 403 7+90.58 35.81 RT 393.97 RAMP 404 7+98.58 47.22 RT 394.46 FOW 405 7+90.58 47.23 RT 394.37 FOW 406 7+9e".55 53.13 RT 394.27 BOW 407 8+27.40 47.22 RT MATCH EX FOW 408 8+27.45 53.14 RT MATCH EX BOW, END CURB 409 7+98.58 33.47 RT 393.97 RAMP 410 8+04.31 33.00 RT 394.42 CURB PT 411 7+98.58 42.31 RT 394.11 BOW 412 7+90.58 42.31 RT 394.08 FOW 413 7+8e".02 47.72 RT 393.58 FOW 414 7 + 8 2.31 6 53.71 RT 393.52 BOW 415 7+97.42 53.63 RT 395.12 CURB 416 8+2z'"'.35 53.68 RT 395.86 CURB 417 8+2e".57 63.31 RT 395.73 CURB 418 8 + 2 2).83) 64.67 RT MATCH EX EOP, END CURB 419 8+23.01 69.85 RT MATCH Ex EOP 420 7+97.14 70.01 RT MATCH EX EOP 421 7+97.05 66.01 RT MATCH EX EOP, BEGIN CURB 422 1 7+97.69 1 64.51 RT 394.90 CURB 419M CITY OF 7M RE -WON Planning/Building/Public Works Dept. Approved For Construction Robert M. Hanson P.E. Date NE 3rd / 4th CORRIDOR IMPROVEMENTS 8/8/12 PHASE 1 INTERSECTION IMPROVEMENTS FIEMBOOK: PAGE: DRAWING NO: MISCELLANEOUS DETAILS - SHEET I M D 1 SHEET, OF, 14 43 mommmm ND mm