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M - SEE C 3®3/!/ 8 8" HIGH-MAST LIGHT POLE&FIRE HYDRANT, z <br /> NOTES <br /> --- - - 18.13 TOP 18.13 TOP <br /> LP6 1. SEAL ALL LONGITUDINAL AND TRANSVERSE <br /> I� 7.71 FG _ 17,71 FG JOINTS BETWEEN NEW REPLACEMENT AND <br /> 15 V -, 38 I x ---------7 �-- 1 EXISTING PAVEMENTS PER SPECIFICATIONS. <br /> SDMH9 ® I_l < II x 17.70 18.13 TOP 18.13 TOP 2, ADJUST EXISTING MANHOLE,HANDHOLE,INLET <br /> IE=7.99 RIM= 1� I 17.80 FG 17.80 FG RIM,AND/OR VALVE COVER TO GRADE PRIOR <br /> ■ I �■ <br /> TO PAVING.PROTECT-IN-PLACE. <br /> ■ IIII C ELECTRICAL EQUIPMENT PAD �■ <br /> � 3.8S1.3 <br /> IIII o <br /> ----- <br /> ■ C� Q Illlx � ■ LEGEND <br /> ■ I x RIDGELI NE-19.51 ■ <br /> I - 2H:1V - ❑ HMA PAVEMENT,9"HMA OVER 12° <br /> C � CRBC SEE SECTION A ON C3.2 <br /> I � <br /> n L 17.30 FINISH GRADE SPOT ELEVATION <br /> L� III 19 --- ---- 0.7% FINISH GRADE SLOPE <br /> I IIIIx <br /> PAVEMENT HORIZONTAL <br /> 0 <br /> XX CONTROL POINT <br /> v■ I I x E <br /> � HORIZONTAL CONTROL SCHEDULE) <br /> ■ II ■ <br /> _l D <br /> I I� IIx sDM10 TRENCH DRAIN, P D I <br /> TRENCH DRAIN 18.08 RIM H10 3.8 <br /> HIGH POINT <br /> ■ ^ WAREHOUSE TENANT LEASEHOLD RIM-18.03 IE=12.51 TD ■ <br /> ■ `J IE=17.51 I ■ <br /> I s <br /> � � <br /> w L,_j <br /> ■ -- �I 8.08 C <br /> _ / <br /> � t� j <br /> 3' WIDE CONCRETE - <br /> ■ C3.8 S1.3 GUTTER, TYP 19 <br /> ■ <br /> ON CB6 �CB5 �� I x by ■ <br /> L.L.I I 15.74± EG RIM=19.90 20.14 HP RIM=19.90 16.27± EG III 20.15 HP V <br /> IE=15.74 IE-14.78 II x <br /> 20 <br /> J 's 20.13 HP 0.50% -0.507- 0.50%- -0.50% ■ <br /> U ■ 37 \ ■ u <br /> -20 <br /> I 36 4'HIGH CONC BLOCK WALL w/SECURITY FENCE ON TOP CB4 �� \ <br /> / RIM-19.75 1 �= <br /> IE-13.05 <br /> r 20.90 TOP OF RAIL CONCRETE GUTTER, TYR C3.8 S1.3 - <br /> �1 - <br /> I _ 20.90 HP �/ 20.90 HP 20.90 HP K E Y M A P <br /> 0.50% 0.50% 0.50% 0.50% <br /> ■ EX WAREHOUSE BLDG <br /> ■ -- Z <br /> C09 <br /> CBS �r <br /> \ RIM=20.30 n\ RIM1620.830 // \ 30' 0 30' 60' <br /> E=17.30 <br /> ■ \ // ■ 15' 45' <br /> ■ 35 ----- a 2 -- ■ <br /> SCALE: 1"=30' <br /> 34 <br /> I � _ 17.42t EG, <br /> ■ - x o.10 =____-� z1.6o HP --- z1.io -- -�z1.so HP --� --z1.zs \ CALL 48 HOURS <br /> ■ - BEFORE YOU DIG <br /> 6. DIAL811 00 <br /> m ' <br /> -_ ------------- <br /> ����■ VERT DATUM: NAVE) 88 <br /> ■ 9 CONV TO MLLW = NAVD88+2.03 <br /> _ opER�Y_LI� _ �■ HORZ DATUM: NAD 83/91 <br /> m m �� I IF SHEET IS LESS THAN 22x34 W <br /> m 11 REDUCE SCALE ACCORDINGLY <br /> m <br /> 0 N LU <br /> PROJECT ENGINEER: SCALE: <br /> �P�oe i�Jygr N. WATSON - 30' PORT OF EVERETT °W NO. <br /> C3 8 <br /> Portof `t S8 DESIGNED BY: DATE: <br /> 0 <br /> =�5° ' U. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIE NO. H <br /> :z 1TffEVERETT DRAWN BY CHECKED BY & MTCA 3RD INTERIM ACTION -8-goo-os V <br /> 1601 Sth Avenue,Suite 1300 gppl4 K. EDWARDS, D. YU N. WATSON PROJECT <br /> G P.O. BOX 538 Seattle,Washington 98101tA GRADING DETAIL PLAN N� <br /> MT-NT-2021-02.2 <br /> EVERETT, WA 98206 A 05/07/2021 NW FOR CITY REVIEW �sloASL Ap ` APPROVED BY: O <br /> N EVER T, WA 98 (206)382-0600 Fax / O C \ <br /> PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION l f J SHEET NO. 36 OF 149 LL <br />