Laserfiche WebLink
NT-CP-02 7 <br /> f'/� /J� N CT P-01 �7 n �� I 15< �� 1\ I NOTES <br /> ■ A)J/JJJ/ � EX GVL/SAND � � J / / <br /> ■ /d///�� �{ I / / n L / ( 1. SEAL ALL LONGITUDINAL AND TRANSVERSE <br /> JOINTS BETWEEN NEW REPLACEMENT AND <br /> EXISTING PAVEMENTS PER SPECIFICATIONS. <br /> k A ( _ COMM POOL€,TYP <br /> ' / <br /> 2. ADJUST EXISTING <br /> RIM,AND/OR VALVE COO N E COVER TOGR D PRIOR <br /> ■ Ij��(r 9 TO PAVING. PROTECT-IN-PLACE. <br /> IF <br /> 17.36 17.36 <br /> ' <br /> I((� � �- <br /> ■ o � / 17.11 LEGEND 6 1 <br /> w I ��/ / ❑ HMA PAVEMENT,9"HMA OVER 12" <br /> \I CRBC SEE SECTION A ON C3.2 <br /> ■ ,l'�( I,� r I 17 60 FINISH GRADE SPOT ELEVATION <br /> ■ �"� / /� / ZH,iV TRENCH DRAIN NT-TD-D1 NT-SDMH-03 17.30 <br /> HIGH POINT RIM=16.02 RIM=16.02 <br /> RIM=16.02 U ig 0.7% FINISH GRADE SLOPE <br /> ° <br /> LLJ <br /> ■ // CONTROL HORIZONTAL`s XX CONTROL POINT <br /> ■ f 16.07 16"07 /` ■ SEE C3.22 FOR PAVEMENT <br /> HORIZONTAL CONTROL SCHEDULE) <br /> � EKIW WEE] <br /> NT-HML-01 6\� NT-HML-02 <br /> 57 � <br /> /IMP <br /> / _ _ I RIDGELINE=17.76 <br /> 17.76 - - - - - - - . - . - . . - . . - . . - . . - . . - . . - <br /> /Ill/ <br /> --------------- -------- ---- <br /> 6 I ao <br /> a 16.58 \ <br /> 6.29 � <br /> 1 <br /> A - <br /> �� KEYMAP <br /> i <br /> ■ ,4 � / � C \ � TRENCH DRAIN, TYP <br /> ■ ( NT-TD-04 NT-SDMH-O6 NT-SDMH-23 CONC CONCRETE GUTTER, TYP L NT-TD-03 NT-SDMH-05 NT_SDMH-24 C3.3 S1.3 <br /> RIM=14.90 C3.3 51.3 RIM-15.80 RIM- RIM=15.74 Z <br /> RIM-15.01 RIM-14.83 :L <br /> ------ --- --- - --- <br /> 4_ 30' 0 30' 60' <br /> ---- <br /> ------ --�_0.50% <br /> U <br /> IL---- ---- / ❑ ❑ ❑ -�� ❑ ❑ 15' 45' <br /> ■ � \/ / -------�--------- ----------------- SCALE: 1"=30' <br /> o 14.95 // <br /> TRENCH DRAIN <br /> / HIGH POINT /\ <br /> RIM=15.80 //// <br /> r= / zoo' � � aii/, �� ■" <br /> ■ ` J - `---- --- - -I===-1 --- __ N 36 24 s6 , CALL48HOURS <br /> / E:13D�k 7.74 / BEFORE YOU DIG <br /> NT HML-05 ///////// / --- ------------------------ - <br /> -_ -- -® L//////// _ 16.00 s4// '7 70 3s - DIAL811 <br /> I / / VERT DATUM: NAVD 88 <br /> ■ I - _. 15.g3 / 16.D0 55 xN / I a HIGH-MAST LIGHT POLE& FIRE HYDRANT, ■ <br /> -- - -- -----$ -- --- - / / --- $ = x ■ CONV TO MLLW = NA 88 2.03 <br /> _= Ixx-x xxxx xxxx xx x. xx HORZ DATUM: NAD 83/91 Zx ® h\ 2L� <br /> '77IF SHEET IS LESS THAN 22x34 <br /> - ---------- ----- ---� � - REDUCE SCALE ACCORDINGLY <br /> Q <br /> 4 02/09/2022 NW MOVE ODD <br /> & SDM PIPE <br /> TO <br /> AVOID WECO STAVE PIPE PROJECT ENGINEER: SALE: PORT OF EVERETT �Ny <br /> ® 12/02/2021 JB DELETE ECOLOGY BLOCK WALL, RECORD CONDITIONS DWG. N0. /► L,f <br /> N. WATSON 1" = 30' C3.5 0 <br /> ADD FX WHS GRAVEL PAD ILLUSTRATED IN THESE <br /> CONTOURS AND UPDATE FINAL DESIGNED BY DATE: <br /> Or Of GRADES & PAVEMENT COORDINATES PLANS REFLECT J. BECKER 05/07/2021 N 0 RTO N TERMINAL DEVELOPMENT GIP NO. <br /> EVERETT INFORMATION 1-8-900-OS 0 <br /> j■�I K1q)ff o D9/27/2D2, NW REVISED PER RFID,D & WHSE DRAWN BY: CHECKED BY: & M T C A 3 R D INTERIM ACTION p <br /> cvL YARD DRAINAGE PROVIDED BY THE K. EDWARDS, D. YU N. WATSON PROJECT <br /> 1601 5th Avenue,Suite 1300 0 06/21/2021 NW ISSUED FOR BID CONTRACTOR.RECORD GRADING DETAIL PLAN <br /> P.O. BOX 538 NO. MT-NT-2021-02.2 'V <br /> Seattle,Washington 9206) ® 05/07/2021 NW FOR CITY REVIEW A 07/05/2023 NW RECORD DRAWING APPROVED BY- LU <br /> EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 CONDITIONS WERE NOT C <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE SY REVISION NO. LATE BY REVISION VERIFIED BY ENGINEER. (2 OF 7) SHEET NO. 33 OF 150 w <br />