Laserfiche WebLink
NT-CP-02 - <br />f \ <br />NT-CP-01 n ) \ I I �" <br />■ nJ � ^ / c EX GVL/SAND I 15J / l I �1 ®T E J <br />■ /D//�%�{ / / / n L / ( 1. SEAL ALL LONGITUDINAL AND TRANSVERSE <br />W 1 ( JOINTS BETWEEN NEW REPLACEMENT AND <br />L_ \ EXISTING PAVEMENTS PER SPECIFICATIONS. <br />COMM PN, TYP 2• ADJUST EXISTING DHOLE, INLET <br />RIM / <br />AND OR N VALVE COVER TO GRADE PRIOR <br />T <br />TO PAVING. PROTECT -IN -PLACE. <br />■ 12, <br />9 - ■ <br />S <br />JII / <br />/ „�Jd / 17.36 17.36 l <br />Nt <br />17.11 I ' <br />■ �i)s �6 � ■� LEGEND <br />c>I° � HMA PAVEMENT, 9" HMA OVER 12" <br />Lj W ■ // % I��.. � CRBC SEE SECTION A ON C3.2 <br />17.00 <br />■ LjL_I <br />■ �.��II� 2H'V TRENCH DRAIN NT-TD-01 NT-SDMH-03 ■ <br />HIGH POINT RIM=16.02 RIM=16.02 17.30 FINISH GRADE SPOT ELEVATION <br />Id <br />RIM=16.02 15` FINISH GRADE SLOPE <br />° - I ^ <br />lI3 I ...... .. . .... <br />■ /J ���Jf� ✓ ■ XX PAVEMENT HORIZONTAL <br />CONTROL POINT <br />■ / 1 \ 16.07 16.07 / ■ (SEE C3.22 FOR PAVEMENT <br />HORIZONTAL CONTROL SCHEDULE) <br />If <br />NT-HML-01 �� NT-HML-02 <br />- <br />■ 17.76 I RIDGELINE=17.76 � <br />16.58 <br />■ 16.29 ■ <br />�� \ j2�� KEYMAP <br />■ �A / \ T3S <br />h TRENCH DRAIN, TYPNT-TD-04 -SDMH-06 NT-SDMH-23 r CONC CONCRETE GUTTER, TYP NT-TD-03 NT-SDMH-05 NT-SDMH-24ZRIM=14.90 .RIM=14.83 - RIM=15.80 RIM=15.92 RIM=15.74 <br />- - _0.50% / 0.60% r- 30' 0 30' 60' <br />5 45 <br />\ 14.95 / 15.85 SCALE: 1 "=30' <br />\ / TRENCH DRAIN <br />/ HIGH POINT <br />/ RIM=15.80 //// /// / / ■ J <br />I - - - - - - 24.07 56 CALL 48HOURS <br />IC - - - - - - - - - - - - - / :13087.74 <br />- --- / BEFORE YOU DIG <br />L NT-HML-05-------------� - <br />°' �- _- ------ /////// ---I 16.0 / / 17.70 38 / - - DIAL811 <br />c-- - a� / D 88 <br />■ - I --_T � a _-_--_ � 15.85 / / 16.00 55 , � / /_ I a a HIGH -MAST LIGHT POLE & FIRE HYORAN�VERT DATUM: NAV <br />P' a <br />CONV D MLLW = NAVD88+2.03 <br />x x x ,� ' x�x z - x _ x _z - - x - - - -x x - - x - x x ® / _ I tt HORZ DATUM: NAD 83/91 <br />■ ■ ■ ! ■ ■ �■ - - ■ �J �� � ■J ■ ■ ■ ■ ■ ■ Hp- ■ ■ ■ ■ ■ ■ ■ ■ ■ �■ ■�■ ■ ■ IF SHEET IS LESS THAN 22x34 <br />617' - - - - - - - - n -7 REDUCE SCALE ACCORDINGLY <br />4 02/09/2022 NW MOVE SDMH6 & SDMH23 TO <br />AVOID WOOD STAVE PIPE PROJECT ENGINEER: SCALE: PORT OF EVERETT <br />0 12/02/2021 JB DELETE ECOLOGY BLOCK WALL, RECORD CONDITIONS DWG. N0. <br />N. WATSON 1" = 30' C3m5 <br />ADD Ex WITS GRAVEL PAD ILLUSTRATED IN THESE <br />of ofCONTOURSAND UPDATE FINAL PLANS REFLECT DESIGNED BY: DATE: NORTON TERMINAL DEVELOPMENT <br />GRADES & PAVEMENT COORDINATES J. BECKER 05/07/2021 CIP No. <br />EVERETT INFORMATION & MTCA 3 R D INTERIM ACTION 1-8-900-05 <br />09/27/2021 NW REVISED PER RFI01 D & WHSE DRAWN BY: CHECKED BY: <br />GVL YARD DRAINAGE PROVIDED BY THE K. EDWARDS, D. YU N. WATSON PROJECT <br />1601 5th Avenue, Suite 1300 10 06/21/2021 NW SSUED FOR BID CONTRACTOR. RECORD GRADING DETAIL PLAN <br />P o Box 538 � � N0. MT-NT-2021 -02.2 <br />Seattle, Washington 98101 <br />�0 05/07/2021 NW FOR CITY REVIEW 0 07052023 NW RECORD DRAWING APPROVED BY: <br />EVERETT, WA 98206 (206) 382-0600 Fax (206) 382-0500 / / CONDITIONS WERE NOT (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION VERIFIED BY ENGINEER. (2 0fC <br />7) SHEET No. 33 OF 150 <br />Z <br />