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

------------------- -------- --------- - NOTES _ ------------------- -------------------------------- Oj TEMPORARY SILT FENCE PER CITY OF EVERETT STANDARD PLAN 214. - ---- 2 INLET SEDIMENT TRAPS PER COE STANDARD PLAN 210.INLET SEDIMENT ------------ TRAPS SHALL BE INSTALLED IN ALL NEW STORM CATCH BASINS - THROUGHOUT CONSTRUCTION. / O3 INSTALL CONSTRUCTION FENCE PER BMP C1.03 TO SECURE THE PROJECT SITE AS SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE PROJECT SITE AND PROVIDE - - ---- - - ---- r------------------ ------o------------------------------- CONSTRUCTION GATE AS NEEDED TO ACCESS THE SITE. -}---1-- O4 CONSTRUCTION ENTRANCE PER COE STANDARD DWG 201. I LIMITS l - - - - � nr wnov �- I J I I� IX 'I ---------- 24' WIDE I I I^ - - 4 i GATE, MIN. I I CONTROL POINT N: 368189.69 o 9> N �iR E: 1301384.77 L----------------------- —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —----------------- ---------------- — — — — — — X, X X X X X X X— X— —X X—X X—X�a—X— X�X—;X H O w I CONTROL POINT 3 O sp o -- sp - - 19 ---------------------------- N: - - a 368202.87 sp _ I E:1301008.86 I , _ "- �_ asp < - CONSTRUCTION Sp n------------ - - V) _ STORMWATER DISCHARGE SD \+ I� CONTRACTOR sp sp \ STOCKPILE AREA N \\V a LAYDOWN AREA CWL ALIGNMENT MNL ALIGNMENT, i---------�'-------- SEE DWG G1.04 SEE DWG G1.04 0 \ I� I —I 2+50 3+00 3 5 4+007 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8_t01 g. LD }---- 1-- -- ES CONTROL POINT L---------=----t-- —J I 6 0 0 I �o a N: 368090.41 E: 1301002.13 ---------------- 0 u� I _ MATCHLINE j Y IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. PLAN SCALE IN FEET 20 0 20 40 oHIND N v L) I N c� %% or V EVER TT P.O. BOX 538 EVERETi, WA 98206 ® ® ® 3240EasdakeAvrnueE Setde,W.shmgNP98102 P:206.624.1387 ENGINEERS, INC. _.Pnd°vgi_..co p0 7/27/22 JBK ISSUED FOR BID 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 AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN NPANOYVAL MANNEOM PND. R THAT WOULDINGS ARE CONSTITUTESAO DEOT TO TRIMENTE USED ^ BRUCF ,SIN' ewesH . ° i vP $ �P ,�, vF 32789pEo �� FSS�ONAL ECSG\ PROJECT ENGINEER: J. KEISER SCALE: NOTED PORT OF EVERETT DWG. NO. D3.03 DESIGNED DY: C. WIEST DATE: JULY 2022 MILLWRIGHT LOOP ROADS PHASE 1 TEMPORARY EROSION AND CIP N0. 6-8-006-01 DRAWN BY -CHECKED G. DEAN BY: C. CASTONA PROJECT NO. PD-WP-2022-07 APPROVED BY: SHEET NO. 33 OF 48 i. (425) 259-3164 DIRECTLY OR INDIRECTLY TO HIND. Q SEDIMENT CONTROL PLAN NO. DATE BY REVISION