Laserfiche WebLink
p -PS� PSO PSO PSO P50 PSO PSO PSO PSO �PSO LEGEND <br /> E LIMITS OF WORK <br /> a d Quo <br /> pss —P s pss Pss Pss Pss Pss Pss � x TEMPORARY CONSTRUCTION FENCE <br /> I NEW TYPE 1 SSMH 02 ss EXISTING SANITARY SEWER <br /> I �y <br /> RIM:15.08 <br /> GRAVEL BORROW NOT so EXISTING STORM DRAIN <br /> zPs p — — — — SHOWN FOR CLARITY <br /> o= a N IE OUT (E):11.46' w EXISTING WATER SYSTEM <br /> IQ r---. 68 LF 15"� PVC PIPE ® 2.0�----------------- ------------ +— -------------------------- rr EXISTING FIRE HYDRANT <br /> -- -------- <br /> INSTALL WITHIN 24" PVC PIPE SLEEVE <br /> w w w w w w o— :�J:A w Pso EXISTING COMBINED SEWER <br /> T J%N ' <br /> Pss EXISTING PRESSURE SEWER <br /> +1 8 EXISTING SANITARY SEWER MANHOLE <br /> w W w w iw w w w V✓- EXISTING CATCH BASIN <br /> a I �� 30,000 GAL TANK 77 3 30,000 ss s NEW TYPE 1 SSMH 01 DIRECT BURIED DIRECT EXISTING HMA <br /> RIM:16.05p IE IN (W):11.74' p P (DIESEL) (GASOLI+ + IE OUT (E):11.74' GRAVEL STREET SECTION <br /> FOV Fov FOV Fo S I JJTl� YPICAL HMA PATCH <br /> + + rl3 SECTION <br /> Co 0 o O „ 00 G GSO N� <br /> 0 <br /> 52 LF 12"0 PVC PIPE 0 2.0% P P <br /> 3 ww INSTALL WITHIN 24" PVC PIPE SLEEVE <br /> m "WXn <br /> +18 <br /> I I A <br /> I � NEW CB 101 48"0 A I <br /> ---0— -0 PHASE 1 RIM: 24'a <br /> I rT — — — — — — -- — — -- — — -- — — — -- — -- w ---- — ___PHASE 2 RIM: 18' — ---- —J ° <br /> IE IN (E):8.5 <br /> E I —E — F E E E Z E I o IE OUT (S):5.8' <br /> EL L �E <br /> 1A <br /> — -- — — — — — — -- — -- <br /> o P t P P p p — r—P I I P —�P A P p I p P I PI�Al I I I <br /> o <br /> c� d P � p p d p d <br /> V I I P <br /> N P F P ® P ' o- o <br /> O TR —T� p I 3_ I I E E P <br /> P P <br /> d lT�w P P P Pi P P <br /> _olU P P —EXISTING TIEBACK P P P P p — <br /> P <br /> I a LOCATIONS VISIBLE EXISTING 24"0 CPP <br /> S ALONG EXTERIOR OF OUTFALL <br /> BULKHEAD IE: 4.18' <br /> z N <br /> z 'n <br /> 0 <br /> z PLAN <br /> 0 <br /> z SCALE IN FEET <br /> w <br /> 10 0 10 20 <br /> z <br /> O <br /> F <br /> U <br /> O <br /> W <br /> W <br /> K <br /> z <br /> z <br /> F <br /> W <br /> W <br /> O <br /> L City of Everett <br /> EVERETT Reviewed for Permit 09/27/2022 <br /> a IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br /> PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. <br /> ¢ PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY BRUC J. KEISER NOTED C1.02 <br /> z PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE F <br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. b i� DESIGNED BY: DATE: <br /> NPort Of ® I ® ® 1736 Fo—A--1.SaiteA WHERE SPEGIFIGA ONS ARE GENERAL DR NDT GALLED OUT, C. WIEST MAY 2022 WATERFRONT PLACE CENTRAL CIP N0. <br /> 2-0-069-01 <br /> O sa`"�`°ash`° �8734 THE SPECIFICATIONS S"" CONFORM T°STANDARDS°F MARINA FUEL TANK REPLACEMENT <br /> K RAWN BY: CHECKED BY: <br /> U on <br /> P:206.624.7387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br /> a ENGINEERS,INC. AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN P 32789�o G. DEAN C. CASTONA PROJECT <br /> N N EVERETT www.pndeakiaeers.com T e 2 <br /> \N P.O.BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED Fg n'sreR NO. MCR—CM-2022-01 <br /> EVERETT,WA 98206 DO 5/31/221 JBK ISSUED FOR BID IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT 3/ONAL 0� APPROVED BY- <br /> DIRECTLY 259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. 5 3i/zz SITE PLAN — EAST SHEET NO. 13 OF 31 <br />