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M ■ <br />I. - <br />Fs <br />-- EXISTING 8. CP <br />FIRE HYDRANT <br />-- - - Id- - <br />- _ <br />IN' <br />SEE <br />-_ -. - SSMH 01 <br />RIM: 17.79' I <br />Lf <br />E <br />INV (S): 10.54 <br />SD <br />INV (E & W): 10.44�_,_ <br />_..-----_.- <br />6' PVC RIM: 17.77 <br />INV OUT: 14.19" <br />I <br />ss <br />3 <br />33 3 6 <br />12' CPEP <br />\ "A FILTERRA 7' x 13'1 - <br />TREATMENT VAULT <br />I <br />I <br />RIM: 18.34' <br />�p <br />.� IE IN: 13.84' 1 <br />IE OUT: 13.50'I <br />I <br />5 <br />SO 7 <br />SD 6 <br />RIM: 17.70' <br />RIM: 17.91' <br />•_12' DIP <br />IE IN (SW): 8.58' <br />1 <br />IE IN (W):12.83' <br />,b IE IN (SE) 13.99' <br />IN IN (E)- 13.50'1 <br />'1 <br />_ \ IE OUT (N): 13.89' <br />IE OUT (N): 8.500. <br />DUMPSTER SEWER <br />J� <br />} SERVICE, SEE C3.02 4' PVC J <br />CLEAN OUT -J <br />DUMPSTER <br />INLET <br />qq SO 2 <br />i RIM: 17.58' <br />j IE IN: 13.73' <br />IE OUT. 13.12' <br />PL <br />PL <br />ADJUST RIM TO FG. <br />EXISTING FIRE <br />HYDRANT <br />NATURAL GAS -- . - -r. --- <br />SERVICE - <br />__- _ _FIRE STUB FOR <br />FUTURE TENANT 2 PL <br />CONNECTION <br />77 <br />,k <br />PROFILE 1` <br />1 r <br />ADJUST RIM TO FG.,�- <br />INSTALL SOLID LID <br />PVC <br />F EXISTING SDMH <br />I.E. 7.90' <br />ADJUST RIM TO <br />r <br />FG. RIM: 18.59' <br />BUILDING UTILITY <br />r <br />CONNECTION DETAIL, <br />C3.04 <br />STORM ` <br />/ <br />PROFILE 1 <br />30' CPEP <br />w <br />SD 5 LL <br />RIM: 17.95 <br />IE OUT: 14.82' <br />1 <br />1 <br />LEGEND <br />------- LIMITS OF WORK <br />ss <br />EXISTING SANITARY SEWER <br />51 <br />EXISTING STORM DRAIN <br />w <br />EXISTING POTABLE WATER <br />EXISTING FIRE <br />HYDRANT <br />EXISTING GROUND <br />CONTOUR <br />PROPOSED GROUND <br />-- <` <br />- CONTOUR <br />PL <br />PROPERTY LINE <br />F <br />FIRE SERVICE <br />WY <br />POTABLE WATER <br />STORM DRAIN <br />SD <br />GAS SERVICE <br />-G <br />RD- ROOF DRAIN <br />STORM STRUCTURE <br />SCHEDULE <br />STRUCTUlE <br />NdtTnllG <br />EA51NG <br />GRAZE TYPE <br />SiNIXIURE TYPE <br />SD 1 <br />365892.03 <br />1302351.79 <br />COE STD 411 <br />COE STD 401 <br />SO 2 <br />365940.41 <br />1302242.84 <br />COE STD 411 <br />COE STD 404 <br />SD 3 <br />365822.86 <br />1302239.54 <br />COE STD 411 <br />COE STD 404 <br />SO 4 <br />365753.36 <br />1302230.68 <br />COE STD 411 <br />COE STD 402 <br />SD 5 <br />365759.09 <br />1302262.78 <br />COE STD 411 <br />COE STD 401 <br />SO 6 <br />365952.14 <br />1302329.54 <br />COE STD 410 <br />COE STD 405 <br />SO 7 <br />365930.16 <br />1302338.23 <br />COE STD 411 <br />COE STD 405 <br />SD 8 <br />365909.20 <br />1302267.57 <br />COE STD 410 <br />COE STD 405 <br />SO 9 <br />365768.51 <br />1302264.48 <br />COE STD 410 <br />COE STD 405 <br />SD 10 <br />365820.07 <br />1302284.31 <br />COE STD 409 <br />COE STD 402 <br />I1 <br />r <br />SEWER STRUCTURE SCHEDULE <br />sl x1m <br />NOR701C <br />EASING <br />GRATE TYPE <br />SIRUCTUIIE TYPE <br />SSMH 01 <br />365970.07 <br />1302362.66 <br />COE STD 610 <br />COE STD 605 <br />DUMPSTER INLET <br />365943.70 <br />1302261.66 <br />COE STD 409 <br />COE STD 401 <br />WATER SERVICE NOTES <br />I1 CONNECT TO EXISTING 12' DIP WITH A STAINLESS STEEL TAPPING SLEEVE <br />SO 4 O1 AND RSGV PER COE STANDARD DETAIL 514. THRUST BLOCK AND RESTRAIN <br />RIM: 17.75' PER COE REQUIREMENTS. <br />IE IN: 14.50' <br />hE OUT: 14.40' m O2 CONNECT TO EXISTING 12' DIP COE STANDARD DETAIL 502. <br />O3 2' WATER METER PER COE STANDARD DETAIL 502. <br />L <br />1 1' IRRIGATION WATER METER. SEE LANDSCAPE FOR <br />CONTINUATION. <br />-ADJUST RIM TO FG. - <br />PL 6- DCOA, FDC, AND PIV PER COE STANDARD DRAWING 515. CONNECT DRAIN <br />2' 5 PIPE FROM VAULT TO SD 6. LOCATE FDC IN LANDSCAPING 75' OR LESS FROM <br />CURB CUT __ THE EXISTING FIRE HYDRANT. <br />/ O ELBOW <br />d / ROOF DRAIN SERVICE NOTES <br />_------- ^� O 45' ELBOW, 4'x4 <br />IF THIS DRAWING IS NOT 22'x34' SCALE ACCORDINGLY. 15 0 15 30 <br />Port of <br />EVERM <br />PA, BOx S3! <br />E�� WA �M <br />(425) 23G-31" <br />3'� Eu� A�enuc E <br />I ® I ® Seude,Wmh n m 99102 <br />MINIM <br />P:206.624.1387 <br />ENGINEERS, INC. w . P�^R�rn.com <br />®3/31/22 <br />JBK <br />100X ISSUED FOR PERMIT <br />PND ENGINEERS. INC. IS NO- RESPONSIBLE FCR SAFETY <br />PROGRAMS, METHODS OR LRES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGNSIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPESPECIFICATIONSP <br />SPECIFICATIONS ARE GENERAL CR NOT CAL_ED OUT, <br />'HE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PRCJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PNO. DRAWINGS ARE ALSO NOT TO BE USED <br />IN ANY MANNER THAT WOULD CONSTITLT= A DETRIMENT <br />DIRECTLY OR INDIRECTLY TO PhD. <br />,� <br />~ � 't <br />� � <br />¢DRAWN <br />c <br />�FJ' fc s7s0 GPI' <br />s/0NA` E� <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />C3.01 <br />DESIGNED BY: <br />W. THOMPSON <br />DATE: <br />MARCH 2O22 <br />PORT G A R D N E R LA N D I N G <br />BUILDING <br />UTILITY PLAN <br />CIP N0. <br />6-8-025-01 <br />BY: <br />G. DEAN <br />CHECKED BY: <br />C. CASTONA <br />PROJECT <br />NO.PD-SM-2021-07 <br />APPROVED B✓ <br />IsHEEr N0. 23 OF 97 <br />NO. <br />DA-E <br />By <br />REVISICN <br />