2600 FEDERAL AVE 2021 PORT OF EVERETT Plans 2025-09-26

5-0" 2'-0" a 5'-0" 2'-0° 1" CHAMFER, TYP TYP o TYP o -0" PAVEMENT PER CIVIL FLAT #8 @ 1'-0" TYP 2.5% 2.5% OC TOP & BOT < CD #6 W/STD HOOK #w 6@ 8" OC EF, TYP 1 0 @ 10" OC, TYP ZURN Z882 LINER (7) #8 - - - - �J OR PER C IVIL APPROVED EQUAL 1" CHAMFER, TYP #6 r 1 @ To" OC (7) #g PAVEMENT U PAVEMENT BASE SEE CIVIL, TYP X/ LIMITS OF 12" MIN CSBC'_/ \iX\\ \�\\�\\�\\�\ EXCAVATION SEE SPECIFICATIONS PAVEMENT BASE �\ \\//�\/ SCHEDULE OF MINIMUM LAP SPLICE LENGTHS (7) #8 SEE CIVIL, TYP COMPACTED SUBGRADE, fc = 5000 PSI SEE SPECIFICATIONS BAR SIZE (7) #8 TOP BARS OTHER STRAIGHT BARS CONCRETE GUTTER SECTION #4 1'-10" 2'-5" LIMITS OF C4.1 51.3 SCALE: 3/4" = 1'-0' #6 2'-9" 3'-7" EXCAVATION #8 4'-7" SEE SPECIFICATIONS CAT ON S \\/�\\/�\//\ ECOLOGYRBLOCK,SUPPLIED NOTES #8 @ 1'-0" OC TOP & BOT 2'-0" 3'-0" 1. LENGTHS ARE BASED ON CLASS "B" CASE 1 SPLICES COMPACTED SUBGRADE, TYP (MAX OF 50% OF BARS SPLICED AT ONE LOCATION.) SEE SPECIFICATIONS 1" CHAMFER, TYP #6 @ 1'-0" 2. TOP BARS ARE DEFINED AS ANY HORIZONTAL BAR B CONCRETE TRENCH DRAIN SECTION FLAT:I OC TOP & BOT PLACED SUCH THAT MORE THAN 12" OF FRESH C4.1 S1.3 SCALE: 3/4" = 1'-0" 5'0%� -0" �% CONCRETE IS CAST IN THE MEMBER BELOW THE BAR IN ANY SINGLE POUR. o (4) #6 - - _I ................ 3. STAGGER ALL LAP SPLICES IN ADJACENT BARS BY (4) #6 - - ONE LAP LENGTH + 1'-0" MINIMUM. 4. NO MORE THAN 50% OF THE REINFORCING BARS IN NOTES PAVEMENT PER CIVIL ANY LAYER SHALL BE SPLICED AT ONE LOCATION. 5. DEVELOPMENT & SPLICE LENGTHS ARE APPLICABLE 1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS (f'c) 12" MIN CSBC, `i /\\/\\/\// FOR TENSION OR COMPRESSION. SHALL BE 5000 PSI FOR THE CONCRETE TRENCH DRAIN, SEE SPECIFICATIONS CONCRETE GUTTER AND GUARD SHACK FOUNDATION E CIAVATTS OION 6. FOR NON-CONTACT LAP SPLICES THE TRANSVERSE COMPACTED SUBGRADE, CENTER-TO-CENTER SPACING OF SPLICED BARS SEE SPECIFICATIONS SHALL NOT EXCEED THE LESSER OF ONE-FIFTH THE REQUIRED LAP SPLICE LENGTH AND 61N. E CONCRETE GUTTER SECTION N: 362294.22 11-11 N: 362306.13 C4.6 51.3 SCALE: 3/4" = 1'-0" E: 1301 600.28 E: 1301 600.69 2'-0" IRV TYP EQUIPMENT PER 1" CHAMFER, TYP ELECTRICAL #4 @ 12" OC EACH WAY TOP AND CONCRETE BOTTOM. ADJUST BARS AS REQUIRED UP EQUIPMENT PAD PAVEMENT PER CIVIL MI 6" BUT WITHOUT EXCEEDING THE H MINIMUM SPACING FOR CONFLICTS WITH O O CONDUIT PENETRATIONS o I I I I I I I I I I - - —1 - - PAVEMENT BASE 3' CLR SEE CIVIL, TYP V/VA/VAS/V�VA/VAS/� 12" MIN CSBC, CONDUIT PENETRATIONS, SEE SPECIFICATIONS \/i �\ /�\//\ TYP CALL 48HOURS SIZE, NUMBER AND A \\/�\/` BEFORE YOU DIG LOCATION PER ELECTRICAL S1.-IS, 3 COMPACTED SUBGRADE, DIAL811 .10 EQUIPMENT PER SEE SPECIFICATIONS m r� ELECTRICAL, TYP VERT DATUM: NAVD 88 CONV TO MLLW = NAVD88+2.03 D ELECTRICAL EQUIPMENT PAD DETAIL A EQUIPMENT PAD SECTION HORZ DATUM: NAD 83/91 C3.8,F5.1 51.3 SCALE: 3/4" = 1'-0" S1.3 51.3 SCALE: 3/4" = 1'-0" IF SHEET IS LESS THAN 22x34 W m 11 REDUCE SCALE ACCORDINGLYCL > m 0 LU PROJECT ENGINEER: SCALE: DWG. N0. w.BPA� N. WATSON AS SHOWN PORT OF EVERETT S1 .3 7 DESIGNED BY: DATE: Port of °9z K. PROUGH 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP No. H C M �"�'� 1Tff DRAWN BY: CHECKED BY: 1-8-900-05 L i■ 16015thAvenue,Suite 1300 o 06/21/2021 NW ADDED DETAILS & MTCA 3RD INTERIM ACTION t� o aims ;.�¢ T. LEMONS S. STORY PROJECT No P.O. BOX 538 Seattle,Washington 98101 ® DSiD,i2D2, NW POR CITY REVIEW `�S�Ory ENGN� ,p'L� gppROVED BY: TRENCH DRAIN AND EQUIPMENT NO. MT-NT-2021-02.2 GC N T, 98206 0206)382-0500 (425) 259-3164 PROJECT NO.1600120 PAD DETAILS NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 101 OF 149 0 (425)