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

— — III ---- _-- -- — — ---- ---- --_ — -- _—_— _--- — — — IIL ---- — -- -- — — — _ ____ _ _____ — — — — - -- SILT FENCE — — — — — — — — — a x —�j'— - — — — — — — --- ��cn J- ---- EXISTING PAVEMENT -1 — — 5 GRIND EXISTING ASPHALT FOR OVERLAY. SEE D1 SERIES SHEETS TAA2 ALIGNMENT \ = i 2 / B SEE DWG 31.04 MATCH EXISTING D2.05 EXISTING GRAVEL � PAVEMENT 0 0_ J , SAW CUT AS NESSESARY_ X— X X X X X —�C �X X X— X X 103— X X X -X 104 -- X— X X— X X 105 / 101 j✓ O+0 1+00 2+00 m 3+00 ��x 4+00 I — _ 4+54 - - I - - - 1 - - - 0 - - -- - - - WEYERHAEUSER BUILDING 11 14 EXISTING BASIN. ADJUST 6" BELOW/ ADJACENT PAVEMENT I I # l I EXISTING GRAVEL PARKING SHEET NOTES D_ I 0 0 J "STOP" SIGN PER MUTCD STANDARD DETAIL R1-1 AND INSTALLATION PER CITY OF EVERETT STANDARD PLAN 716. STOP LINES PER CITY OF EVERETT STANDARD PLAN 721. PAINT 4" WIDE DOUBLE YELLOW LINES. WOODEN POST FENCE SEE D2.02 5' WIDE HMA PATH ON GRADE. ALIGN WITH NORTHERN EDGE OF EXISTING PATH, TYP CROSSSLOPE NOT TO EXCEED 2%. GRIND EXISTING PATH FOR NEW ASPHALT OVERLAY. SEE D2.05 HMA STREET SECTION HMA SIDEWALK SECTION GENERAL NOTES W 1. SEE D2 SERIES FOR GRADING POINT SCHEDULE. w 2. SEE G1.04 FOR ALIGNMENT 0 HORIZONTAL CONTROL. 'xI 3. EXCAVATED MATERIAL TO BE 0 REGRADED SOUTH OF ROADWAY TO EXISTING. MATCH EXISTING. o n N IF THIS DRAWING IS NOT 22"04" SCALE ACCORDINGLY. Y < Pf�Ate 24 N XJ 110 109—z— 108 I 2 107 MATC EXISTING PAVEMENT 711 < < < < <— <— <— <— < < <— < <— < <— < SAWC T AS NESSESARY 112 06 +1 A / EXISTING I --+20- I PANT BIOSWALE PER I1 DOE BMP T9.10J r AND 6" BIOFILTRATION UNDERDRAIN PER DOE \ Z o 2019 SWMMWW FIGURE C-7.3 I\ _ J c11 D /- PLAN SCALE IN FEET PVI STA 2+10.00 PVI EL 20.04 20 0 20 40 K: 49.00 T L-1 L-1 L L L-1 HIGH PT STA 2+30.2760 L HIGH PT EL19.4402 L-1 L-1 L-1 L-1 L 22 1 —1 1 1 1 1 1 1 1 1 1 o —1 22 M + � W '0 N W TDO DUI L� L� L� L� L� aU �> 20 1 > 00 C)IW 20 1 I EXGRADE I I I I I I °° I I I I I —I W --t -T 1—t rt— I I I I T T T T L� _1_L J—L �L� _ L� �L —1 T T -1-20. T 18 18 18 L I L-1 L-1 L-1 L-1 L-1 L-1 —1 L-1 L� I L 16 1 l/ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MATCH EXISTING 16 PROPOSED GRADE GRADE T L 14 MATCH EXISTING GRADE 14 I T I I T I I I I TT I I I TT I I I T I I I I TT I I I I TT I I I I TT I I I TT I I I TT I I I I TT I I I T I I I I TT I I I I TT I I I T 12 12 —0+20 0+00 1+00 2+00 3+00 4+00 TAA 2—PROFILE W 3240 Eastlake Avenue R c7 ® ® ® Seatde, ,hi,,gton 98102 EVER TT n ENGINEERS, INC. P: 206.624.1387 —.Pnd—gioeees.mm 01 8/10/22 JBK ADDENDUM 1 o P.C. BOX WA 9820fi WA ADEVERETT, 7/27/22 JBK ISSUED FOR BID m (425) 259-3164 NO. DATE BY REVISION PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY 1 AND ARE NOT INTENDED FOR REUSE WTHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. VERTICAL EXAGGERATION= 1 H: 1 OV PROJECT ENGINEER: SCALE: J. KEISER NOTED DESIGNED BY: C. WIEST DATE: JULY 2022 DRAWN BY: CHECKED BY: G. DEAN C. CASTONA APPROVED BY: PORT OF EVERETT DWG. NO. D2.01 MILLWRIGHT LOOP ROADS CIP NO. PHASE 1 6-8-006-01 INTRIM TRAFFIC ACCESS PLAN PROJECT No. PD-WP-2022-07 SHEET N0. 25 OF 48