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INSTALL CLEANOUTS <br />ss ss ss ss SS PER ARCHITECTURAL <br />a GREASE INTERCEPTOR—CONNEss —CT TO EXISTING EXISTING 6" PVC SIDE s <br />o LOCATE IN CENTER SEWER. INV ELEVATION AT <br />CATCH BASIN <br />OF PARKING STALL. CAP = 12.13'. <br />SEE ARCHITECTURAL RIM:18.82' <br />VENT TUBING NOT IE IN: 13.84' SLOPE = 7 - _ _ _ _r <br />�D ___SD SD— SHOWN FOR CLARITY.) ---SD D— --K <br />000°o X X X X X X X X L---- L J X X <br />0 <br />� CONNECT TO EXISTING JI <br />�r <br />2 � 4" HDPE STUB. THRUST <br />EXISTING 1" WATER BLOCK o <br />p A METER <br />+ W W W+ W — W W <br />p 58 LF 2" HDPE <br />' 4"x8" ELBOW 12" PVC W — W — W — W — W — <br />49 LF 4" HDPE <br />s� ss ss ss ss ss ss <br />D 50—SD-50 <br />+ L + CONNECT TO 2" \\ COE STD 401LET PER <br />+ + RAIN LEADER, SEE 8" PVC N:367288.82 <br />+ ARCHITECTURAL E: 1302066.36 <br />CONCRETE INLET RIM:19.79 <br />` + CLEAN OUT + PER COE STD 401 11 -0" INV IN (W):15.82' o <br />+ PER COE STD 421 N: 367319.79 INV IN (S):15.49' <br />+ 4"x8" TEE E:1302067.40 EXISTING 8" PVC INV OUT (N):15.49' o <br />+ RIM: 19.51' CLEANOUT <br />ePACIFIC RIM INV IN (S): 15.35' CONCRETE INLET <br />.PLAZA + INV IN (N):15.51' PER COE STD 401 - - <br />" CONNECT TO 4" INV OUT (E):15.35' 12" PVC N:367289.315 0 <br />RAIN LEADER, SEE 2"x8" TEE E:1302051.401 <br />ARCHITECTURAL RIM: 19.40' <br />IE: 16.74' TRENCH DRAIN INV OUT:16.73' <br />CONNECT TO 2" FLOOR DRAIN WITH TRAP GUARD, <br />49 2"x8" TEE RAIN LEADER, SEE CONNECT TO SEWER W/ 4" PVC PIPE. <br />ARCHITECTURAL 2% SLOPE MIN. <br />+ + o <br />°I4 + COVERED CONTAINMENT AREA FOR <br />a pa + + DU WITH <br />CUR SR AS"SHOWN. THK NGRA E TOCRETE DDRAIN <br />NOTES 4"x8" PVC TEE LOCATE IN THE FIELD WITH THE ENGINEER. <br />n N: 367372.54 <br />N PLANTING AREA, TYP. SEE LANDSCAPE E:1302002.09 <br />INVERT: 16.52'0 8" PVC PROTECT EXISTING <br />4"x8" PVC TEE STORM PIPE <br />� ROOF DRAIN _ <br />o , CEMENT CONCRETE SIDEWALK PER CITY 0.5% OF SLOPE <br />SEINER DRIVE <br />2" METERED FIRE <br />SERVICE PER COE <br />STD. 502 \ <br />\2" METERED WATER <br />SERVICE PER COE <br />STD. 502 <br />�J <br />12" PVC <br />CONNECT 2" HDPE <br />THROUGH LANDLORD <br />ROOM. SEE <br />ARCHITECTURAL <br />CONNECT 4" HDPE <br />TO THE FIRE PROTECTION <br />ASSEMBLY AREA. SEE SHEET <br />P2.00. <br />37'-5" <br />BURY MANHOLE LID 2' BELOW <br />BOTTOM OF FOUNDATION. <br />CONNECT TO 4" <br />RAIN LEADER, SEE <br />ARCHITECTURAL, TYP. <br />s� s . �e s ss ss s ------- :�s <br />LIMITS OF WORK <br />\� \ <br />\ <br />CONCRETE INLET PER \ <br />COE STD 401 <br />N:367217.29 b <br />E:1302063.78 <br />RIM:19.79 p <br />INV IN (W): 15.83' T <br />INV OUT (N): 15.83' <br />8" PVC <br />CONCRETE INLET PER <br />N COE STD 401 <br />N:367217.74 <br />E:1302051.48 <br />RIM:19.60' <br />ICH INV IN (W): 15.21' <br />NV IN (N): 15.88' <br />N 2 PVC INV OUT (E): 15.21' <br />THICKENED CONCRETE EDGE TO BE PROVIDED <br />ALONG BACK OF 1 1 WITH• <br />OTHE RIGHT F <br />• 1 - <br />��� <br />7,7 STRUCTURAL FILL, TOBE <br />HYDROSEEDED SEE-_'j <br />LANDSCAPE DRAWINGS <br />' 1 <br />CRUSHED SURFACING TOP COURSEdrum <br />\ICI <br />yam® <br />Sl��i♦WON <br />EXISTING HMA <br />®®����� <br />Fog���® <br />Few ONES <br />lO -_ �_®_ IiiEXISTING <br />CONCRETE <br />NOMMEW <br />' <br />— - -- —=__— — sa-=--— — - <br />-- <br />r�lwl-rrNii •lrt:�J�tyli� <br />KQ�671 iIiNINL�ii�[N <br />0 NATURAL GAS CONNECTION NOT SHOWN. COORDINATE <br />0 CONNECTION WITH PUGET SOUND ENERGY. <br />PLAN <br />SANITARY SEWER VENT PIPING NOT SHOWN FOR SCALE N FEE <br />CLARITY. SEE ARCHITECTURAL. <br />b 10 0 10 20 <br />WATER CONNECTIONS WILL BE PERFORMED BY COE <br />S WATER DEPARTMENT CREWS UNDER A SEPARATE UTILITY <br />PERMIT BASED ON A COST ESTIMATE PREPARED BY THE <br />WATER DEPARTMENT AND PAID FOR BY THE <br />LEGEND <br />— R/W <br />— RIGHT OF WAY <br />PROPOSED <br />_ <br />CENTERLINE <br />LIMITS OF WORK <br />SANITARY SEWER <br />FM <br />SANITARY SEWER <br />FORCE MAIN <br />�`­D <br />STORM DRAIN <br />w <br />WATER SYSTEM <br />EXISTING FIRE <br />1s <br />HYDRANT <br />UTILITY <br />` <br />STUB OUTS <br />X <br />TEMPORARY <br />CONSTRUCTION FENCE <br />— RD <br />— ROOF DRAIN <br />+ 2 sD STORM DRAIN <br />+ + + + + + + + + + + + + <br />EXISTING ESPLANADE, <br />MAINTAIN A MIN 10-FT <br />CLEAR FROM GUARDRAIL <br />4"x8" PVC TEE <br />N: 367219.61 <br />E:1301996.75 <br />INVERT:15.48' <br />CLEAN OUT PER <br />COE STD 421 <br />o <br />IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />_w <br />PROJECT ENGINEER: <br />SCALE: <br />PORT OF EVERETT <br />DWG. NO. <br />a <br />Port of <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />BRUc <br />,S.�,PNa s , <br />P <br />J. KEISER <br />NOTED <br />`'3•01 <br />DESIGNED BY: <br />DATE: <br />WPC FISHERMAN'S HARBOR <br />CIP NO. 5-0-012-01, 6-8-009-01 <br />o <br />1736F—ffiAvm,,S.Suit,A <br />—ttle,WuhiVoa98134 <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT GALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />C. WIEST <br />JULY 2021 <br />BY- <br />CHECKED av: <br />EVERETT <br />p: 206.6d4 <br />2Q <br />10/20/2 <br />JBK <br />PUBLIC WORKS REVISION <br />INDUSTRY DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />o oDRAWN <br />COMMERCIAL DEVELOPMENT <br />PROJECT <br />NO, PD-WP-2021-04 <br />gi87 <br />ENGINEERS, INC. www.padeagiacers.com <br />8/12/21 <br />JBK <br />ADDENDUM 1 <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />SAO TO BE USED <br />G. DEAN <br />C. CASTONA <br />PARCEL A8 <br />as 2799 �o � <br />Fss/oNALG\ <br />APPROVED BY: <br />\N <br />P.O. BOX WA 98206 <br />EVERETT, WA <br />0 <br />7/27/21 <br />JBK <br />100% ISSUED FOR BID <br />NPANOYVMANNER THAT WOULDICONSTITUTE DETRIMENTNOT <br />20 <br />Y <br />(425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />/Q/��, <br />UTILITY PLAN <br />NO. <br />DATE <br />By <br />REVISION <br />SHEET N0. OF 93 <br />