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HomeMy WebLinkAboutR-397716LEGEND: ­ 41 * 41 * 1p + m lk * 14, lk 11, 14 LANDSCAPE AREA -SEE 0 <7 CONIC SIDEWALK "' ,'4",, "',,, "' y y,,, "' , PLANTING PLANS GENERAL NOTES: 1. ALL CALLOUTS ARE TO THE FLOWLINE. 2. ALL SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 1lTrdVd_=_L.lC 0 CEMENT CONIC SIDEWALK. SEE LEGEND 0CEMENT OO DECORATIVE CEMENT CONCRE PVEMENT O P TYPE SINGLE FOR TYPE. CURB, SEE /e7--N (FINISH TO BE DETERMINED AETFTA ER 90% REVIEW) DIRECTION A PER WSDOTMSTD PLAN F-40.16-01 Ld :E < z I-- C) Ld D 0 0- lll�i . - IC CURB AND GUTTER TRAFFIC CURB ............ ..... ...... v. - I .... � ........ 4.... ......4. - -< - - - -.: ................ - -� CEMENT CONC 3. SPOT ELEVATIONS AND DIMENSIONS SHOWN ON THIS SHEET - ..4........ _... (0 .......:,�",.",.*-.,�A.--.,.�...........,.",.:... 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CALL 48 HOURS 3242 * BEFORE YOU DIG T )NAL $ 1-800-424-5555 /4;dow ""M i 11 I � t V I : � " I I J, . � I _'l 11 - I � 11 ", I -1 � TIB # 8-1-102(033)-1 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATE, 1/3/14 BY, ECS m 2 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 1 T. 253.604.6600 F. 253.604.6799 www.parametdx.com NO. POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 700 a a 0 9 10+23.5C 9 0 9 9 46.13 RT MATCH EX BOW, BEGIN CURB 701 10+36.76 75.43 RT MATCH EX CURB PT 702 10+36.81 80.58 RT MATCH EX END CURB 703 10+53.29 46.07 RT MATCH EX BOW, BEGIN CURB 704 10+54.81 49.00 RT MATCH EX CURB PC 705 10+58.16 66.44 RT MATCH EX 706 10+58.31 80.02 RT MATCH EX 1 END CURB 707 10+05.84 33.00 RT 400.96 CURB 708 10+45.32 33.00 RT 402.26 BEGIN CURB 1 709 10+50.72 _ 41.11 RT 402.26 1 END CURB POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 600 100+79.19 75.36 RT MATCH EX _ EOP 601 100+79.44 74.48 RT MATCH . EX CURB 602 100+79.48 22.27 RT 391.22 CURB 603 101+04.32 - 22.29 RT 391.72 CURB 604 100+99.48 29.75 RT 392.36 CURB 605 100+99.46 54.14 RT 394.73 CURB PC 606 101+00.90 63.32 RT 395.20 CURB PT 607 101+03.17 70.38 RT 395.87 - CURB PC 608 101+06.09 69.92 RT MATCH EX CURB PT 609 101+06.09 54.93 RT MATCH EX CURB 610 101+09.96 75.36 RT MATCH EX EOP 611 101+09.67 30.66 RT 389.39 WALL 612 101+09.69 42.66 RT 390.71 WALL 613 101+84.75 21.00 RT 394.12 CURB 614 102+04.75 21.00 RT 394.64 CURB 615 102+04.75 24.00 RT 394.73 1 CURB PC 616 . 102+14.75 34.00 RT 395.18 CURB PT 617 102+33.20 34.00 RT 395.57 - CURB 618 1 102+33.20 26.50 RT 395.68 CURB 619 102+33.20 26.00 RT 395.69 . BOW 620 102+33.20 21.00 RT 395.62 FOW 621 102+54.31 21.00 RT 395.88 FOW 622 102+44.24 26.50 RT 395.83 CURB 623 102+44.30 34.00 RT 395.72 624 ---I 102+54.10 26.00 RT 395.96 1 BOW 1 625 102+74.31 _T 21.00 RT = 396.28 1 FOW I 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. SURVEYED: SCALE: VERTICAL, NAVD 1988 1 DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 C. SCHOTT - RECORD DRAWINGS ECS 1/3/14 - DRAWN: J. BEMOG I ADDENDUM NO. 2 ECS 06/25 - CHECKEDONE INCH DATUM: I AT FULL SCALE IF NOT ONE INCH REVISION BY SCALE ACCORDINGLY * IV lk 'V *(mi : : * - ' - - - ' - (m I* "p, .... '. ' 'V * '&' -k 628 - * * \_STA 102+84.38, 63.2'RT I m_ x I I 11 BOLLARD TYPE 2 PER WSDOT STANDARD PLAN H-60.20-01- PAINTED SAFETY YELLOW aCONC MAIL DROP BOX FOUNDATION I ---- �� W//AAr ", : ' - : : F_ � I I ..,.-. . I ': - : - : : : : : : : 'j'\j=4 �. - ' - ' - - - * - * . . . . . . ..�....... ' N I l.I . ..:: _.'- . - - -.-Gm4* t_:&+ * l. '...A* P I. V k 4V '- w + l:V p ;- V * % II :.:...:.:.: ... . . C: - . . . . . . . . :: . ... . . . * A ^- �-._:_: .-,..*-,.* . ' . . . - -'-- .... .. :- 6. . ::....... ': .: -, .'.. ' ' � ;: � .. . ........ �- - 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 CT BUILT CONDITION. POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 626 102+96.00 31.09 RT 397.42 BOW, PT, 5' R 627 103+00.33 50.73 RT 397.91 RAMP-FOC, (0"REVEAL), PT, 8'R 628 102+95.09 57.73 RT 390.80 RAMP-FOC (091&6"HT) 629 102+91.00 26.00 RT 397.09 BOW, PC, 5' R 630 102+74.30 26.00 RT 396.36 BOW 102+74.30 27.00 RT 396.40 CURB PT -631 632 102+54.30 47.00 RT 396.16 CURB PC 633 102+04.75 47.00 RT 395.33 1 CURB PT 634 101+84.75 27.00 RT 394.33 CURB PC 635 103+03.31 66.00 RT 397.90 SAWCUT 636 103+00.53 44.81 RT 398.00 FOW - 2" MIN CURB 637 102+95.53 44.64 RT 398.08 BOW 638 103+02.00 46.12 RT 397.70 CURB PC - 8' R 639 101+79.17 43.80 RT 392.03 _ WALL 640 101+79.18 30.30 RT 390.05 WALL 641 101+09.66 34.36 RT 389.17 SWALE 642 101+74.66 34.36 RT 389.49 SWALE 643 103+38.53 15.89 RT 396.00 CURB 644 103+33.00 21.41 RT 396.24 CURB 645 103+33.00 27.64 RT 396.45 CURB PC 646 103+37.22 45.54 RT 397.01 CURB PCC 647 103+42.00 44.50 RT 396.99 CURB PT 648 103+42.00 25.95 RT 396.23 CURB 649 101+99.50 55.00 RT MATCH EX CURB 650 103+01.00 31.34 RT 397.47 - FOW, PT, 1 O' R 651 102+91.00 21.00 RT 397.01 FOW, PC, 1 O' R 652 102+44.24 26.00 RT 395.84 CURB 653 102+44.20 21.00 RT 395.77 CURB 414 CITY OF "L RE14TON Planning/Building/Public Works Dept. Approved For Construction Robert M. Hanson P.E. Date DATE: NE 3rd / 4th CORRIDOR IMPROVEMENTS 8/8/12 PHASE 1 INTERSECTION IMPROVEMENTS FIELDBOOK: PAGE* - DRAWING NO: MISCELLANEOUS DETAILS - SHEET 1 MD3 SHEET:- 16 OF, 43