1001 14TH ST 2024-03-01 - Laserfiche WebLink

___ __ ____ _—wo--_— —_— -------__-_-- — J'I __ - __- _ ________--___-____---_____ — — - — — — — — D SILT FENCE ax VJ I T' 1 2 3 7 TYP. 6 TYP. EXISTING PAVEMENT — — GRIND EXISTING ASPHALT FOR OVERLAY, SEE D1 SERIES SHEETS 10.4'�� — &T +18 -1 N - - 2 — _ TYP. 119 D2.05 O O O O O O O O O TAA2 ALIGNMENT EXISTING GRAVEL MATCH EXISTINGA2 o SEE DWG G1.04 PAVEMENT \ �� _SAW CUT AS NES ESARY -2 - 102 103 �04 - - - -- 105 / 101 g x � PROPOSED TEMPORARY ACCESS 2 (TAA2) X�0 r ✓ 1.5' 0 0 x� C� � 1+00� a 2+00 �- 3+00 C �O 4+00 4+54 PT # 2 6 _ N _ _ _ _ D2.05 - - WEYERHAEUSER TYP. g FG: 15.52 2 BUILDING WSDOT: R7-8 N:368302.0300 110 109 108 107 POST: COE STD 716 'q E:1300585.0691 14 MATC EXISTING PAVEMENT <—<—< <—<—<—< <—<<<——<—< < < <—<112 06 SAWCTASNESSESARY 11 FG: 15.73 TYP — ---- --- — — A N:368302.7322 I I / 1 E:1300565.0814 2 2' EXISTING CATCH _ D O5 \III I EXISTING WSDOT: R7-8 & R7-8P TYP TYP. _ J I BASIN. ADJUST 6" BELOW -+20- I I PAVEMENT POST:,COE STD 716 — _ Qj ADJACENT PAVEMENT / PER 3 EXISTING GRAVEL ' / I 1•5 / / DBOIOSBWAP AND 6" BIOFILTRATION I I� PARKING TYP. - UNDERDRAIN PER DOE z J o N f 1+100 TYPICAL PARKING HMA. / 2019 SWMMWW FIGURE C-7.3 x� SLOPE ASPHALT 1% FROM WEST TO EAST. PLAN < w CNFFT NI(1TFC ASPHALT SLOPES SHALL I 1' Q 0 0 3 0 �o NUI OSTOP" SIGN PER MUTCD STANDARD 1DETAIL R1-1 AND INSTALLATION PER CITY OF EVERETT STANDARD PLAN 716. < STOP LINES PER CITY OF EVERETT STANDARD PLAN 721. 3OPAINT 4" WIDE DOUBLE YELLOW LINES. O4 WOODEN POST FENCE SEE D2.02 SO5' WIDE HMA PATH ON GRADE. ALIGN WITH NORTHERN EDGE OF EXISTING PATH, TYP CROSSSLOPE NOT TO EXCEED 27. GRIND EXISTING PATH FOR NEW ASPHALT OVERLAY. SEE D2.05 O6 PAINT 4" WIDE WHITE LINE 7O CONCRETE WHEELSTOP, LOCATE PER WSDOT STANDARD PLAN M-17.10.02 8OPAINT 1' WIDE WHITE BARS WITH 1' GAPS. FIRST COAT OFF WHITE, SECOND COAT WHITE. O9 STENCIL "NO PARKING" IN WHITE LETTERS. MATCH WIDTH OF ADA ACCESS AISLE. ■ HMA STREET SECTION ® HMA SIDEWALK SECTION GENERAL NOTES 2 1. SEE D2 SERIES FOR GRADING POINT SCHEDULE. 2. SEE 31.04 FOR ALIGNMENT HORIZONTAL CONTROL. 3. EXCAVATED MATERIAL TO BE REGRADED SOUTH OF ROADWAY TO n EXISTING. MATCH EXISTING. i n o IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. i Y SCALE IN FEET PVI STA 2+10.00 PVI EL 20.04 20 0 20 40 K: 49.00 HIGH PT STA 2+30.2760 L __ IGH PT EEL 19.4402— L L L L L 22 rn� 000 M _l — — — — - o0 0) OO - 0) -1- _L —I— _L —I— 22 + J W + N J W 20 m W 20 EXGRADE COi —+ —r -I— —I �� T 7 T 7 T� -1.20q L� L 18 18 2p3% L _I_LL_I_LL_I_LL__LL_I_LL_I_LL-I- _1-I-L_1_I_L_1 I-L 16 MATCH EXISTING GRADE 16 PROSED GRADEPO MATCH EXISTING 14 GRADE 14 T T __ __ TT TT __ T __ TT __ TT __ __ TT __ TT __ TT I TT I I _T I I I 1 T7 I I I T7 I I T 12 1 1 1 1 1 1 1 1 1 1 1 i i I I I I I I I i i i I I I i i I I I 1 1 1 1 1 1 1 12 -0+20 0+00 1+00 I FED ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY jp PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE < Port Of Q 7/7/23 JBK RECORD DRAWINGS CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. 3zao E"sake ��ea�eE WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, ® ® © Sezttle, W,,hmg= 98102 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF EVERETT 0 0/19/ JBK TAA2 PARKING REVISION 2 I 2: 206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY ti ENGINEERS, INC. _.pnde gjnee com 01 8/10/22 JBK ADDENDUM 1 AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN P.O. BOX 538 APPROVAL FROM END. DRAWINGS ARE ALSO NOT TO BE USED EVERETT, WA 98206 DO 7/27/22 JBK ISSUED FOR BID IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT (425) 259-3164 DIRECTLY OR INDIRECTLY TO FIND. N0. DATE BY REVISION 2+00 TAA 2-PROFILE VERTICAL EXAGGERATION= 1 H: 1 OV PROJECT ENGINEER: J. KEISER SCALE: NOTED DESIGNED BY: C. WIEST DATE: JULY 2022 DRAWN BY: G. DEAN CHECKED BY: C. CASTONA APPROVED BY: 3+00 4+00 RECORD DRAWINGS PORT OF EVERETT DWG. NO. D2.01 MILLWRIGHT LOOP ROADS CIP No. 8-8-008-01 PHASE 1 INTRIM TRAFFIC ACCESS PLAN NO.JECT pD-WP-2022-07 SHEET No. 25 0F 48