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s <br />TO EXISTING <br />CATCH BASIN <br />RIM:18.82'� <br />IE IN: 13.84' <br />4" x8" TEE <br />— RD RD + <br />N <br />— ss ss SS <br />s - <br />CONNECT TO 2" 2"x8" TEE <br />RAIN LEADER, SEE <br />ARCHITECTURAL 2" PVC <br />N: 367319.53 <br />E:1302074.77 TRENCH DRAIN <br />4"x8" TEE INVERT: 14.01' <br />8"x8" TEE <br />CONNECT TO 4" <br />RAIN LEADER, SEE <br />ARCHITECTURAL <br />CONNECT TO 2" <br />RAIN LEADER, SEE <br />ARCHITECTURAL 8" PVC <br />INSTALL CLEANOUTS <br />PER ARCHITECTURAL <br />ss Ss ss Ss <br />SEINER DRIVE <br />Xs X �___---I�—_ �X X X <br />ID it <br />CONNECT TO EXISTING <br />\ 4" HDPE STUB. THRUST <br />BLOCK <br />0 <br />RD RD RD - <br />W W - W <br />�4 52 LF 3" HDPE <br />. o <br />N J <br />0 N o <br />m <br />CONCRETE INLET <br />PER COE STD 401 <br />N:367289.315 <br />E:1302051.401 <br />RIM: 19.40' <br />N <br />0 <br />PROTECT EXISTING <br />STORM PIPE �\ <br />ss ss ss Ss s ss ss Ss <br />/ LIMITS OF WORK <br />— — — \✓/ <br />X—X X X X <br />s � <br />+ 1 0.75% SLOPE MIN. <br />RD <br />8" PVC CLEAN OUT PER <br />2%8" TEE COE STD 401 <br />CONNECT 3" HDPE <br />THROUGH LANDLORD <br />ROOM. SEE <br />ARCHITECTURAL <br />TRENCH <br />DRAIN <br />2"x8" TEE <br />37'-5" <br />2" PVC <br />CLEAN OUT PER <br />COE STD 401 <br />BURY MANHOLE LID 2' BELOW <br />BOTTOM OF FOUNDATION. <br />CONNECT TO 4" <br />NOTES 4"x8" PVC TEE RAIN LEADER, SEE + <br />PLANTING AREA, TYP. SEE LANDSCAPE <br />CEMENT CONCRETE SIDEWALK PER CITY OF <br />EVERETT PLAN NO. 312, PROVIDE WIRE MESH, <br />THICKENED CONCRETE EDGE TO BE PROVIDED <br />ALONG BACK OF SIDEWALK WHEN ALIGNED WITH <br />THE RIGHT OF WAY <br />STRUCTURAL FILL, TO BE HYDROSEEDED SEE <br />LANDSCAPE DRAWINGS <br />CRUSHED SURFACING TOP COURSE <br />EXISTING HMA <br />EXISTING CONCRETE <br />SEE SHEETS C1.02 AND C2.03 FOR DESIGN SECTIONS <br />NATURAL GAS CONNECTION NOT SHOWN. COORDINATE <br />CONNECTION WITH PUGET SOUND ENERGY. <br />SANITARY SEWER VENT PIPING NOT SHOWN FOR <br />CLARITY. SEE ARCHITECTURAL. <br />• <br />e��mi �o w <br />•• iiiiiiiii iii��is�l� i\i®�iLli �ii�®f�i®[�eii�iimii�ioi=i°- <br />�■�ii�ii <br />..� e� OEM iiiliiiii� <br />� oo � �a I•sI� <br />MEMO <br />k•nni m••nimiruf <br />PLAN <br />SCALE IN FEE <br />10 0 10 20 <br />LEGEND <br />— R/W <br />— RIGHT OF WAY <br />_ <br />PROPOSED <br />CENTERLINE <br />LIMITS OF WORK <br />SANITARY SEWER <br />FM <br />SANITARY SEWER <br />FORCE MAIN <br />�� --SD <br />STORM DRAIN <br />w <br />WATER SYSTEM <br />EXISTING FIRE <br />IA <br />HYDRANT <br />UTILITY <br />STUB OUTS <br />X <br />TEMPORARY <br />CONSTRUCTION FENCE <br />—RD <br />— ROOF DRAIN <br />+ + + + + + + + + + + + + <br />.X Xq B X X X` SX X <br />EXISTING ESPLANADE, <br />MAINTAIN A MIN 10—FT <br />CLEAR FROM GUARDRAIL <br />CLEAN OUT PER <br />COE STD 421 <br />4%8" PVC TEE <br />N: 367222.88 <br />E: 1301996.87 <br />INVERT: 15.71' <br />PROJECT ENGINEER: <br />SCALE: <br />PORT OF EVERETT ERETT <br />PORT <br />DWG. NO. <br />Port o, f <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS <br />BRUCF <br />'� oc,rvasr, <br />P iJ <br />J. KEISER <br />NOTED <br />C3.01 <br />DESIGNED By <br />DATE - <br />WPC — FISHERMAN'S HARBOR <br />CIP NO. 5-0-012-01, 6-8-009-01 <br />J <br />p <br />© © ©^° 1736F—ffiA--S.Scir A <br />Seattle, <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />�" 9 <br />C. WIEST <br />JULY 2021 <br />RAWN BY <br />CHECKED BY <br />i EVERETT <br />24.138ynon98134 <br />P: 206.624.1387 <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />COMMERCIAL DEVELOPMENT <br />PROJECT <br />NO. PD—WP-2021-04 <br />n <br />ENGINEERS, INC. www.p"aenq.oee�.com <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APIN PROVALALSOTO BE USED <br />vF 32789 �o � <br />FS+S1ONALa�` <br />G. DEAN <br />C. CASTONA <br />PARCEL A8 <br />APPROVED BY: <br />y P.O. BOX 538 <br />EVERETT, WA 98206 <br />A <br />]�27�21 <br />JBK <br />100% ISSUED FOR BID <br />MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />110. <br />1 DATE <br />I BY <br />I REVISION <br />SHEET No. 20 OF 93 <br />(425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />j/�� <br />UTILITY PLAN <br />