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Edmonds WWTP - Civil 60% Drawings.pdfa X � I II RIGHT OF WAY C/L O I Z I I 0 20 ao RIGHT OF WAY Scale in Feet I LIMITS, TYP �I I ......................................................... I I I --------- ................... — — — — — — — — — — — — — — — — — Y W —I ;£ 102 I SPIKE I I - I I PRIMARY PRIMARY j PRIMARY ' ` DT14 I CLARIFIER NO.3 CLARIFIER NO. 2 CLARIFIER NO. 1 HEADWORKS I BUILDING ;` I I D�T C Uj I ""��I''' HAN TDRAIL TER BOX HAryDRAIL SPUTTER �I^I I II Y I NO CITY WATER TO lul THIS BUILDING FROM Q ODOR CONTROL SYSTEM CCESS THE SOUTH Z I NO CITY WATER TO r' DT1 N ....'•<............ .:........ THIS BUILDING FROM FR RAW SLUDGE scmw x THE SOUTH PUMPING STATIONI2 " FF=17.3 BELOW)f ass' 4f: 5 I I PYROLYSIS W 3 I --BUILDING > �. I`FF=21.36 / .P I W FF=21.30 \ 1 1 P� UNDERGROUND FUEL STORAGE TANK I I } Q FILLER CAPS (TYP) " SOLIDS Q Z 106 PROCESS 101 qa S: 3 I SPIKE FF--7.65 BUILDING PK .: � W TI z° I I T j FF-19.801 f ! f Q' 1 Ir / UNDERGROUND ` I t00 I Q I I III FUEL STORAGE TANK SPIKE WLL `'"`� ENTRANCE •'' ' 3 109 105 M �I ':::4108..::�:J4:: SPIKE I / we I M 10' 1 1 Sc SC I SO SO I...................................................................................................... m I � 1 I OPERATIONS I I o 107 BUILDING SPIKE I I I I I I I Call 48 Hours Before You Dig I I 1-800-424-5555 I I UNDERGROUND SERVICE Preliminary °vEDAY 60% Review Set w v Not For Construction I P45243 o 08-2019 eQ�sTe4 �� ko Fssrounc E�r'� I . Scale: C-1 BHC Consultants, LLC Designed: R. ochiltree, P.E. EDMONDS WWTP CARBON RECOVERY Drawing: Seat Fifth Avenge, Suite 500 1 20'_0" AMERESIC04 Seattle, Washington 98101 Drawn: S. OlsoeSheet: X of X 206.505.3400 one Inch at Full Scale S LTANTS 206.505.3406(fa,I Checked: G.Mucous,P.E. I�.I OVERALL SITE PLAN File: P18-10570 C-1 www.bhcconsultants.co. If Not On. Inch Green • Clean • Sustainable No. Revision Date ey App'd Approved: R. Dorn, P.E. Scale Accordingly Date: August 2019 COPYRIGHT © 2019 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED d X OPRIMARY Z CLARIFIER NO. 2 0 10 20 HANDRAIL ; Scale in Feet e' , EX FLOW I I HANDRAIL SPUTTER BOX I •.'s. '. NO CITY WATER TO THIS BUILDING FROM THE SOUTH ODOR CONTR SYSTEM ACCES4 . • >• , . .� . ... ,, . . . ,, , , , ' ' •P' ', NO CITY WATER TO THIS BUILDING FROM THE SOUTH U ::'\:•'.:'.•.•'..'.•.•.•".•'.•.•.•'.•.•'.•.•'.•.•'.•.•'.•.•'.•.•'.•.•'.•'.•.•'.•.•'..•'.•.•'.•.•'.•.•'.•.•:•.•'.•.•.•..•.•'•.•.•.•.• •••. 103 SCRIBED X ~ 1 .. ... •. •. •..•..• •' • . RAW SLUDGE PUMPING STATION YD 1592 (BELOW) RIM 23.56' 5 6 a J FF=17.35 ;�. Ill •', PYROLYSIS / "•' '.. FF 17.3 FF BUILDING / 17.3 \ EX UNDERGROUND � :.•. 7 ` FUEL STORAGE TANK ' A � PW / FF=21.3s FF=21.30 r PP � P f I P P UNDERGROUND FUEL STORAGE TANK . i' SOLIDS PROCESS PK \ BUILDING r -ate SV SD SO SD SSI SD SO 17 SO OPERATIONS BUILDING . BHC Consultants, LLC Designed: R. Ochiltree, P.E. Scale: 1601 Fifth Avenue, Suite 500 1"= 10'-0" - Seattle, Washington 98101 Drawn: P. Simon 206.505.3400 One Inch at Full Scale N S U LTA N S 206 505 3406 (fax) Checked: G. Mockos, P.E. I �, I www.bhcconsultants.com If Not One Inch Revision Data By App'd Approved: R. Dom, P.E. Scale Accardingly u • DTI 3 I a •'• W I s W I F �,.. O W I t.s W 3 Q 0 Z i DTI 2' N I I IV3 I 8, W I EX ENTRANCE I 100 3 AC I o N U NOTES: 1. X 2. XX 3. XXX LEGEND ® LIMITS OF ASPHALT PAVEMENT LIMIT OF CONCRETE PAVEMENT CONSTRUCTION NOTES: OX OXX OXXX PAVING CONTROL TABLE PTE] DESCRIPTION NORTHING EASTING ELEVATION 1 EP AT BLDG 298801.67 1259798.62 X 2 EP AT BLDG CORNER 298800.41 1259864.93 X 3 EP AT EX SIDEWALK 298819.73 1259865.30 X 4 EP AT BOC EX SIDEWALK 298819.41 1259879.11 X 5 EP AT EOC/EX BLDG 298823.10 1259882.80 X 6 EP AT BOC/EX BLDG 298822.95 1259893.56 X 7 EP AT EOC EX SIDEWALK 298818.93 1259896.99 X 8 EP AT BACK OF EX CURB 298818.85 1259904.70 X 9 EP AT EDGE OF LIGHT BASE 298797.81 1259904.35 X 10 EP AT EDGE OF LIGHT BASE 298797.81 1259903.07 X 11 EP AT EDGE OF LIGHT BASE 298796.23 1259903.07 X 12 EP AT CORNER OF EX CONIC 298796.44 1259895.07 X 13 EP AT CORNER OF EX CONC 298767.68 1259894.44 X 14 EP AT EDGE OF LIGHT BASE 298767.59 1259902.48 X 15 EP AT EDGE OF LIGHT BASE 298765.46 1259902.46 X 16 EP AT EDGE OF LIGHT BASE 298765.43 1259903.79 X 17 EP AT ANGLE POINT 298745.48 1259903.55 X 18 EP AT ANGLE POINT 298746.98 1259829.17 X 19 EP AT ANGLE POINT 298760.80 1259829.45 X 20 EP AT ANGLE POINT 298765.03 1259825.27 X 21 EP AT ANGLE POINT 298765.47 1259802.85 X 22 EP AT ANGLE POINT 298776.41 1259803.07 X 23 EP AT ANGLE POINT 298776.40 1259798.11 X AMERESCO Green • Clean . Sustainable ° Call 48 Hours Before You Dig 1-800-424-5555 ,LDEF UNDERGROUND SERVICE Preliminary 60% Review Set w� Not For Construction A5263 q 08-2019 -0O FOISTE4� 0w� �`SSIONAL ET1G6� EDMONDS WWTP CARBON RECOVERY Drawing: C-2 Sheet: X of X GRADING AND PAVING PLAN File: P18-10570_C-2 Date: August 2019 COPYRIGHT ® 2019 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED OPRIMARY Z CLARIFIER NO. 2 0 10 20 HANDRAIL ; Scale in Feet HANDRAIL NO CITY WATER TO THIS BUILDING FROM THE SOUTH ODOR CONTROL SYSTEM ACCES1 . • >• , . ' ' `P '' ',. NO qN WATER TO U U .'•'.•:::'•'.••.•:•':•.••.•:•':•.•.•':•'.•.•.•':•:•'.•.•':•:•'.••..:.:•'.••..:.:•'.••...•:•'.••..'.•:•'.•.•'.•.•'.•.•'.•.•'.•.•'.•.•. •.•'•.•.•.•.• THIS THE SOUTHING FROM 103 SCRIBED X ~ 1 "• '.. RAW SLUDGE PUMPING STATION (BELOW) YD 1592 RIM 23.56" •'; / FF=17.35� PYROLYSIS I BUILDING `�� (•-1.6"45°BEND ..'• �,/ IE CO \ 4" DOWNSPOUT -- IE 16.3 LEADER, TYP OF 2 /� W Cs DPW CS A \\\ FF=21.36 / p 6" PVC DOWNSPOUT P p pP T•L e OEANOUT, T� CL1•'P OF 2 N r ' P PVC rn PVC IE 18.8 f1PW''. .•.••(. LL J I♦i UNDERGROUND FUEL STORAGE TANK 9� N 65t LF - S=2.25% 0 DOWNSPOUT DRAIN, OL PER DETAIL1/C-5.tU�L ` 101 SOLIDS PROCESS PK S / BUILDING Ss FILLER CAPS (TYP W P \ .j I i" DR v PVC , \ 1 u n DTI I 3 s, s W I F O W I W t.s 3 Q 0 Z i .. DTI 2' N I 3 I W I W • 3 DT16' 1 - 6" PVC WYE IE 15.76 I 3 EX ENTR I 100 TRENCH DR, PER DETAIL NOTES: 1. X 2. XX 3. XXX CONSTRUCTION NOTES: OX OXX OXXX IE 1 .45 1 / SC I �— —�Ie SIS'li sc IE 14,81 IE 14.5 I / SS M IE 14.51 Call 48 Hours EX 6" DR EX CB I Before You Dig 1 - 6" 45' BEND I IE _ _ f 1-800-424-5555 UNDERGROUND SERVICE OPERATIONS BUILDING Preliminary w°o w� 60% Review Set W 5P Not For Construction «243 o M 08-2019 %ro�Fc2 s Te4v"t�ww� S•1'�DNAL ��' . BHC Consultants, LLC Scale: Designed: R.ochiltree,P.E. EDMONDS WWTP CARBON RECOVERY Drawing: C-3 1601 Fifth Avenue, Suite 500 1"= 10'-0" - Seattle, Washington 98101 Drawn: P. Simon AMERESCO Sheet: X of X 206.505.3400 One Inch at Full Scale NSULTAN S Checked: G.Mockos,P.E. SITE DRAINAGE PLAN 206.505.3406 (fax) I'^ -'I File: P1B-10570 G3 No. Revision Date By App'd www.bhcconsultants.com pp roved: R. Dom, P.E. Scale AIf Not One Inch Green . Clean . Sustainable A ccordingly Date: August 2019 COPYRIGHT ® 2019 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED I I I I ° . pp 3 I I ° I PRIMARY I PRIMARY HEADWORKS Z CLARIFIER NO. 2 I I CLARIFIER NO. 1 BUILDING �. ° 10 20 I I HANDRAIL I Scale in Feet 2 w HANDRAIL' �' NO CITY WATER TO .�•+ �' W I THIS BUILDING FROM THE SOUTH I :'•!.,°. 3 Q ODOR CONTROL SYSTEM ACCES1 . • >• . .' 0 z NO CITY WATER TO i DT12" N u U 103 SCRIBED X •.•::,j�:•''':•':•:•":•:•':•:•:":•'.•:•:•":•:•':•:•":•:•':•".::•':•".::•'.•"..•'.•.•"..'.•:•".•.•'.•.•'.•.•".•.•'.•.•".•.•. •.• •• •.'• "• THIS BUILDING FROM THE SOUTH ' • '~ RAW SLUDGE PUMPING STATION YD 1592 • Jti° •, "' j EX 2" CHLORINE'.,. SOLUTION LINE, , 3 EX 1" HIGH PRESSURE AIR, SEE NOTE 4 (BELOW) RIM 23.56'/ • a J SEE NOTE 2 I ' f°; II' PYROLYSIS FF=17.35 EX 4" NON v EX 4" SCREENINGS LINE, . .` ,. ..°y' ':• • •.u� BUILDING ': y .'.WATER, -POTABLE SEE NOTE 4 SEE NOTE 1 a.� _ � AC I ,L, EX 6" FIRE/NPW BACKUP, \ EX POWER,, I — SEE NOTE 1 SEE NOTE 5 "•• � w NPW 6, \\\ FF=21.36 / P A �Pw NPW �P PP FF=21.30 P P DPP Q� � / I EX 2" IRON VENT LINE IN 4" PVC CONDUIT, P I? W SEE NOTE 3 �' W / / EX 6" SIDE SEWER, UNDERGROUND FUEL STORAGE TANK .: P SEE NOTE 1 EX 2 - 1" IRON OIL LINES IN 4" PVC SOLIDS PROCESS CONDUIT, SEE NOTE 1 BUILDING FF=19.80-\ EX UNDERGROUND FUEL STORAGE TANK — S RLLFR c9P (Trr) \ —w w 61 S 3 I I— EX ENTRANCE I 100 NOTES: 1. PRESERVE AND PROTECT EXISTING UTILITIES NOTED. 2. ABANDON AND/OR REMOVE EXISTING UTILITIES NOTED. 3. REROUTE FUEL OIL TANK VENT TO ROOF OF NEW PYROLYSIS BUILDING, SEE MECHANICAL DWGS. 4. REROUTE HIGH PRESSURE AIR AND NON -POTABLE WATER TO AVOID NEW PYROLYSIS BUILDING. 5. REROUTE POWER, SEE ELECTRICAL DRAWINGS. 6. UTILITIES SHOWN ARE FROM 1991 RECORD DRAWINGS AND ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL EXISTING UTILITIES. CONSTRUCTION NOTES: OX O2 XX OXXX s� rw PW PW AC SC SC SC yG I So SD sD SD SD SS MSO I EX 2" POTABLE WATER, SO IE 15.41 IE 15.11 IE 14.81 IE 14.51 SEE NOTE 1 SO I Call 48 Hours EX 1" HIGH PRESSURE I Before You Dig AIR, SEE NOTE 1 EX 1 1/4" POTABLE I EX CB WATER, SEE NOTE 1 -�1�]y{, 1-800-424-5555 UNDERGROUND SERVICE OPERATIONS BUILDING Preliminary EX 6" STORM DRAIN, G r SEE NOTE 1 60% Review Set v �x W Not For Construction w� 45243 q M 08-2019 �oFcl s TE4w�ww` �'�GNAL EtyG . BHC Consultants, LLC Scale: Designed: R.ochiitree,P.E. EDMONDS WWTP CARBON RECOVERY Drawing: C-4 1601 Seat Fifth Avenue, Suite 500 ,,°'_°" AMERESCO - Seattle, Washington 98101 Drawn: P. Simon Sheet: X of X 206.505.3400 One Inch at Full Scale NSULTA206.505.3406(fax) Checked: G. Mockos, P.E. i o Date: August 2019 SITE UTILITIES PLAN If Not One Inch N S WWW.bhCConsUltantS.Com Green •Clean .Sustainable File: P18-10570 C-0 No. Revision Date By App'd Approved: R. Dom, P.E. Scale Accordingly COPYRIGHT ® 2019 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED 1 - 45° DI BEND, MJ x PE WALL PER ARCHITECTURAL1 - 6" DI WYE, MJ x MJ DWG'S METAL FINISHED I LOCKING CLEAN -OUT RING AND COVER ID, 0 DOWNSPOUT GRADE WITH TWO 5/8" STAINLESS STEEL CAP m SCREWS, COVER TO HAVE CAST IN EX 6"SIDE SEWER /i PLACE HANDLE. SEAL BOTH SIDES WITH --- _ - T-0" j/ AR 4000W PAVING ASPHALT CEMENT IE 13.18 ASPHALT PAVEMENT EX 6" SIDE SEWER WALL PENETRATION, g" SEE ARCHITECTURAL 6" x 24" CIA CONCRETE COLLAR - DWG'SO 1171 6"TIDE FLEX CHECK GROUT MATE CLAMP VALVE STREET USE COVER EXTERIOR FINISH ro GRADE, HMA 10" FLOOR SLAB FINISHED GRADE SEE STREET USE 1'-0" REINFORCED 4" PVC _ - COVER DETAIL CONCRETE SLAB NOTES: DOWNSPOUT PLAN SLOPED TO DRAIN ADAPTOR AND 1. DEPTH OF TRENCH DRAIN BENDS AS d "NEENAH" R-4990-CX HEAVY 6" TIDE FLEX CHECK VARIES. SLOP BOTTOM TO REQUIRED PIPE BEDDING DUTY TRENCH FRAME WITH MATE CLAMP VALVE DRAIN TOWARD OUTFALL Z X - TYPE "P" GRATED COVER PIPE AT 1/4" PER FOOT > / SLOPE SLOPE MINIMUM.. V 0 _ 4 i - 450 BENDS N z •I -- (-•:, 1 -45° DI BEND, MJ x MJ a s FOUNDATION PER I I �a STRUCTURAL DWGS - •-I:<; a PIPE MATERIAL SAME AS MAIN LINE ,• t •- J ' 6" THICK, 4000 PSI CONCRETE $ 4" PVC DOWNSPOUT UNDISTURBED EARTH WITH 6 MIL VAPOR BARRIER 12" MIN CONNECTION PIPING SEPARATION NOTES: - REINFORCE TRENCH DRAIN WITH 1 - 6" DI WYE, MJ x MJ 6" PVC DOWNSPOUT COLLECTOR PIPING W/ 6" x 6" x 4" WYES AT 4" 1. PVC PIPE TO BE ASTM 3034 DR35. NOTES: 7 #48 CONTINUOUS AND #4 STIRRUPS LEADER PIPES, TYP WITH 8" LEGS @12" OC SLOPE 2. FITTINGS TO BE GASKETED PVC. 1. TRENCH BACKFILL SHALL BE COMPACTED AND TESTED IN , SLOPE _ \ 3. MAINTAIN 2% MINIMUM SLOPE. ACCORDANCE WITH STANDARD SPECIFICATIONS. 4. COORDINATE WITH OTHER 6" W UTILITIES INCLUDING BURIED EX 6" SIDE SEWER SECTION ELECTRICAL AND WATER. EX 6" SIDE SEWER CLEANOUT TRENCH DOWNSPOUT LEADER DRAINS DETAIL DRAIN DETAIL NTS C_ DETAIL NTS C_ NTS C_ SLOPE VARIES, 0.02 MIN 4" MIN HMA CL 1/2" PG 64-22 0 1,00000G-to 000'ao o%M3 o�g000 Call 48 Hours =6"RUSHED Before You Dig 1-800-424-5555 UNDERGROUND SERVICE SURFACING BASE COURSE (CSBC) 9-03.9(3) Preliminary 1Oo EWDA a� HMA PAVING 60% Review Set 5 SECTION W SCALE: 3/4" = 1'-0" C- Not For Construction 0� 1:2<3 M k o Fc2sTERw�ww� 08-2019 �o ��DNAL EtyG . BHC Consultants, LLC 1601 Seat Fifth Avenue, Suite 500 Seattle, Washington 96101 206.505.3400 N S U LTA N S 206.505.3406 (fax) WWw. bhcconsultants.com Designed: R. Cchiltree, P.E. Scale: As Shown AMERESCO Green • Clean - Sustainable ° EDMON DS WWTP CARBON RECOVERY CIVIL DETAILS 1 of 2 Drawing: C-5 Drawn: P. Simon Sheet: X of X Checked: G. Mockos, P.E. One Inch at Full Scale F�-i If Noi One —rdinh Scale Accordingly — G5 File: PAugus Approved: R. Dom, P.E. 2 Date: August 2019 No. Revision Date By App'd COPYRIGHT ® 2019 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED