4 2 5 6 7 IO"x10" TEE fl W! 10" 8FV wi BUND FLANGE 8 KEY NOTES: FOR PIPE PROFILES, REFER TO THE FOLLOWING KEY NOTES 16" INLET PIPE �X���00! ./ SEE DETAIL ( ./ i � Q SEE DETAIL I I I I I I I I I I I f--If----J f'7'\ � EXISTING 5 "G RESERVOIR -- 5 "G WATER STORAGE RESERVOIR FINISHED FLOOR El 293.00 I I I I SEE DETAIL I r?-.. pomOl.£ IJ TOP i6" n.292.01' GROUND EL296.ll' / / / / / / / / / / / / / / / / I I I I I I I \/ \ \ \ \ -- --:----- -- \ \ \ \ / I ./ I \ __ 1 I ./ CON¥RUCTION \ ./ ISSUE om DESCRIPTION 0 SEE 0 SEE ® SEE ® SEE HVACPlumbing Electrical I'1strumertanon Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale / -- / / I / / c / ) / / -- / _I B / G . P ierson D. Hogan D. Prindle port�1 Townsenu CitYof X ,," K &Jtton I. RIr.:on B. Jomslon / I I / I I I I I I / / / / / A BIDDING DRAWINGS . 7/e/2015 D \ / / B. Shaha I M. Blar<:hette Ptoc...,.. c r_ / w.m De"igl Lead Structural BIDClNG DRAWINGS -- Mi<tlael P Blarchett Arc hitectllai 7/8/2015 -- -I' / I / STORM WATER OETENTI�N POND / / I I / PROJECT MANAGER Civil A SEE I I I I I I / -/ @ Q:) rLi � � Q;rl a:D c STA PARCEL ID 001091001 C-, SEE / / N '''239'8.8,' E 11 oj 0 City of Port Townsend SITE PIPING PLAN 1 WA TER TREA TMENT FACILITY AND 5 MG RESERVOIR o ... '" 7' FILENAME SCALE I OOC-09.dwg ,·",20' I '"", ooe-09 2 ___ _ � -;t� --tIf-i 290 / -t- . 12")(12" TEE, STA. 37+78.67. Ii - 289.75, CONNECTION W/12" O)SCHARGE PIPE FROM BOOSTER PS 12")( 10" REDUCER 6-8.31' 280 I S 6�ol6' 37 ...00 :} . 2951-- S- -+ 1_ - 292.0 PER POT HOLE 280 0+00 -- - - r­ /- ,-- 4- r--\-1'=- � 6 �,,12. TEE STA 0+45.81 It PIPE 287.58 L-- STA 0+76.12 It.,. 287.84 1-f­ 6 or' \2" r:N fLXfl STA.. 0+38.36 It. .. 287 j50 -! f- + � -I-- -I-- 1+00 300 f- 295 r-- -t 290 280 0+00 I-::;.. _ I�� " :=- t- STA 0+42.21 / It. PIPE 287.45 _ 6=1o.f" _ t. _ ..L J - - t -I- - -f- - STA t�J8.64 + -I- EXISTING 'GRAOE I l­ I-- �, _ � --- STA f -I-- 12" DRAIN F o.22' + 12" DRAIN FROM 1" ... 5' -I-- I-- :-=;t: -I-- '-1-- � CATCH BASIN H8 -r-- 1 MG STAND PIPE 1[;\ PROJECT MANAGER Mi<tlael P Blarchett . De",igl Lead B. Shaha I M. Blarchette ISSUE om DESCRIPTION HVACPlumbing Electrical I'1strumertanon Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale c 300 300 295 2951- 290 290 285 285 280 280 :il -=� �8 - - - - 285 r- -I-- ++ + 290 -I' EX 16" INLET PIPE TO EX RESERVOIR TOP PIPE EL 292 0 PER POT HOLE 280 4+00 B EXISTING GRADE - � -- - I !PROPOSED 12" INLET PIPE ____ it --V FROM EX lMG STAND PIPE IE 288 0 OHIO_ 10-W' -r , ���F�oL� ,��:. WATER G . P ierson D. Hogan X ,," K &Jtton I . Rlrcon B. Jomslon 7/8/2015 .a", ,} '6" )/ f -� 45' 1 .... ie:!i't"' - _ --.lI __ p i 1/ � -t- - STA 1�09.47 / � PIPE 287.53 6-6.01' j JTA 1+28.70 t PIPE 287.50 t=4S.00· _ 6 I INLET TO 5MG RESERVOIR � 29! T - "-16" sr -'\STA 1+14.94 - It PIPE 287.50 0.25' I-- 30( � R::::::I:=+==-:t W1!29�( I F �-'-FI--+1l/ If'P � �_ ::::-::1 � port�1 Townsenu CitYof D. Pri ndle 5 MG RESE8V01�. - � STA 0+74 27 Ii PIPE 291 39 ������ ���� Proce..", BIDClNG DRAWINGS -I- 2+80 Structural 7/8/2015 CONNECT fROM EX. RESERVOIR TOP PIPE EL 292.3 PER POT HOL( I-- Arc hitectllai A I) 16- WA.1ER PIPE Civil I-)� 280 40...80 295 - -- It PIPE 287.1S I 40...00 300 �- � ± ������� PIPE f t 0+87.60t /'---1---t===t===f'EL 286.95.:=-r {, CONNECT 10" WATER IE 286.0 285 ELECTRICALT CONDUIT It PIPE 288.39 ..0.Jl' 6 Q;;j� 1 MG STAND PIPE D GRADE -Il\V/� _ 121.f-CLR. I -� -I TOP PIPE EL 292.5 PER POT HOLE "'-' _="-j_ 285 , - )-1 I- r _ 6 GENERAL NOTES: 1. REfER TO SHEETS OOC-08 AND OOC-09 fOR PlANS Of THE PROfiLES ON THIS SHEET. 295 10" WATER PIPE BY OTHERS � STA J9"'98.6J It PIPE 286.71 5,78' 8 290 � - 7 300 1E -r-- -fEXISTING � r f- L -rI" - __ - 6 6.38' 12" WATER FROM - .- - EL STA 3b+84.09 It PIPE 288.35 STA 39+06.74 It PIPE 288.42 6..0.66' 1" '" 5' - -I-- --,2",9"'+ ° 285 6�0.24' f=-=EX. 16" INLET PIPE TO EX.' \ f DRAIN"-r--TOP PIPE RESERVOIR f-. f = -----+- STA .:58+48.92 It PIPE 289.14 38+00 5 MG RESEfNplR 10'")(6" TEE, $lA. 39+36.35 It .. 288.42 - 6 EX. 24" CT WATER TOP PIPE El 290.5 ER POJ HOLE I 16" INL.Ef PIPE TO 5'-tG RESERVOIR IE 290.7 t=- - - EXISTING dRADE � 12" MIN. CLR. 10" WATER P� I 12" MIN. CLR. 12" DRAIN PIPE 12'"Xlr TEE, STA. 37+58.56, � STA 37+76.34 289.79 It It PIPE 289.74 I STA 37+39.35 It PIPE 289.81 285 - : 5 4 ,--,.=-'CONNECT TO 12"x12" TEE AT EXISTING OUTlET PIPE [ROM H.1G STAND E 293.3 PER POT HOLE) SEE DETAIL 110C 42 FOR ���N�1�oJ 6J�l �rEXISn NG 16� INu:r PIPE TO EXISTING 5 MG RESERVOIR " 2" 8FV FlXF1.. STA.. 7+27.35 El 292.07 ,....E�R POTHOLE � t1' .. 292.33 ' - -"3"'00"' '-r- 300 3 28! A 28( �J � ������� � City of Port Townsend WA TER TREA TMENT FACILITY AND 5 MG RESERVOIR BIDDING DRAWINGS SITE PIPING PROFILES 1 . FILENAME ..............,,'... ........"""7' 0.. SCALE I OOC-20.dwg t"-20' I '"", OOC-20 INSIDE BLDG 2 � WTF ""2'"9"5----', �E I I -j EL .289.25-+ I 4 . SS -!.E �0.26 E 3= =� l285��_ � 280 T£E t---- -""'""18" 96' BEND � � I d- -f-- 275 0+00 I-- 290 285 � STA 0+49.99 PIPE 288.16 II 0.61" - It. j � P=-6"KS" TTE 10·)(6" TEE STA 0+23.57 rt. PIPE 288.42 I J� � IZ �� I 280 STA 0+54.50 't. PIPE 286.69 .6.-0.J9' 0+00 � 5TAPIPE1+202855166 rt. _ 8" 90' ELBOW 1 ----t5 $ tz't Ii to�l \�; 1B"'18 STA 1+29 51 rt. 285 70 � b... 0PIPE 13' 25' .I I 5TA Pt'3351 PE 285 70 b.=54� r ¥S EO I BASIN � ST� 1+56.51 't. PIPE 283.50 .6. 5.48' EXISTING GRADE - - �-ELI286.70 � I EXISTING -ff- ,------ b.=0.63' lIf_ � t � � 6" � �6")t6" TEE WATEft � � - 12" DRAIN PIPE - STA 0+93.47 't. PIPE 286.70 A 0.03' ��"�F�O�� }�.:. - � � HYDRANT STA 2+09.44 rt. PIPE 288.16 '�I 1'1 �, HO� � - � 81- -I--- STA 1+63.00 't. PIPE 286.67 to 0.10' + DRAIN PIPE FROM WT F� +- ISSUE om ADOENDUt.I 14 AOOENOUt.I IJ ADO£NOUt.I 11 BIOCING ORAWINGS OESCRIPTION 285 275 280 300 300 ,-'- 285 285 280 280 295 290 280 ] STA 0+48.46 't. PIPE 287.98 lr.-7.98' --l- De",igl Lead B. Shaha I M. Blarchette Proc...,,,, HVACPlumbing Electrical I'1strumertanon Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale � E -=J .� 295 Z· 't. 42.98' PIPE G . P ierson r ",--I.....- I ,, , ·0, - ��"�F�OL� ,!�.: , I -- I I - EX. 24 cL-WA�� RE-EleLEL2 8. l! PER POT HOLE STA 0+98.42 _It PIPE 287.�_ � .5 EX 12" =' IE 285.2 280 B. Jomslon _� , - � 7/8/2015 - It. +- + 290 F I" .. 5 ' � 280 + � 280 +80 c � 1-.l!l<L � I R� CONNECT TO EXISTING PIPE INSIDE BLDG -f- PROFILE 2" WATER 'j 28S77 port�1 Townsenu CitYof D EU 291.00 � WTF I , 280 9+60 _I� =l B FINAl GRADE STA 0+28.73 't. PIPE 291.00 .6.-8.65' , 1- F -r�RO�{G 00C=-40 OET�L EX'ST!N GRAD' X 2j�IIWA,[E� STA 0+48.68 �r--'t. PIPE 287.97 lr.-7.98' _ STA 0+98.24 PIPE 287.38 Ii 300 91'lli .Ern� TOP PIPE El 288.4 PER POT HOLE �:� � ----'8" REATED-WAT[R--+-:" ���"�F�;�, X>O r i 0 � 285 EX 8�S I I 295 300 E ISTING GRADE 295 .l!l<L - �-D-- <l ��" �,�v: "H- ....J. Z 295 D. Hogan I . Rlrcon � 300 D. Pri ndle K &Jtton ° 300 =;t- I . tJ.",,13.02' EL 287.31 280 9+00 DRAIN FROM 5 MG RESERVOI SEE DWG .OOC-40 FOR CONNECTION Of'!�L-7 EXISTING GRADE I ET AND OOC-l0 fOR PlANS Of T HE PROFILES ON THIS SHEET. - It. j, 24" "1 UNE � � -'I� fu IE 286.22 _ � - � _/� FlNAl GRAfE -jUGi" UGT--+ =-::±-t _ ffi GENERAL NOTES: R EfER TO SHE S OOC-09 1 290 ".,0" . -P'STA 0+53:88 l o;!!:-3' PDS STAPIPE0+27.00 291.00 f- PIPE 291.00 r- ll"13'21' -f- t.-O.O l · STA O+15.1� 285 285 � PIPE 288.22 � CATCH BASIN fl8 � 1. 300 EXISTING GRADE 7 fiNAL, GRADE FINAL GRADE � \ ' � � , I 287.17 EX. 12" SO IE 289.0 280 - CATCH BASIN #9 ,- 295 8 7 300 _J� STA 0+65.27 � 288.57 . Mi<tlael P Blarchett Structural ,- IE -Iii PROJECT MANAGER Arc hitectllai - �ITAR'r SEWER � �� � 280 1+75 " I FINAL GRADE STA 0+28.611 PIPE 291.00 - t....8.66• ::JL � 285 INSIDE 5MG RESERVOIR 8+00 300 295 4 EXISTING G ....- =-j- � 2+20 I.l2!2£:!!.J.J - 300 GRADE FINAL ==�7� � � r.r.\) I OTHERS BY -'- 6 18" DRAIN PIPE lE 286 00 l- � ��7� �:� � 8" SANITARY I 8 I TEWER .6.-???' ...J STORM 12" I 0+00 '+00 PROFILE 4" SANITARY SEWER 2 FROM WTF OOC:-l 0 H: I" .. 20'. V: , " .. 5' 290 Civil 0 7/31/2015 G 7/29/2015 , 7/10/2015 A 7/8/2015 290 295 00 i, 20 =� -r 2+26 290 � 295 280 "" , � 01 - 290 300 ->- - E ��E WTFj 5 ';:;;300 ",--i--=I --r I �TA 0+07.02 I _I It. EL 290.65 I I 295 285 2+00 �------=-=- � � ?RAl FINAl GRADE EXISTING GRADE STA 0+80.87 It. PIPE 288.17 t:,.. 0.05' t . 1 _ (7 I 263.30 EL ST� 1+65.02 � 't. PIPE 283.50 FINAl GRADE -.. � . rI.lH#Z 1+00 PROFILE 6" WATER TO FIRE HYDRANT H: I" .. 20', V; I" .. 5' 0+00 295 1\ f _X_ I" I � "=5 + 280 300 .... I STOR�::1 18" DRAJN PIPE � EXIST1NG ELECTRICAL CON DUITS EX. 24· CT WATER TOP PIPE El 292.3 PER POT HOLE - OlA ' 4 1+00 PROFILE 18" DRAIN PIPE FROM WTF TO PROCESS WW E UALIZATION BASI H: 1" .. 20'. V: 1" - 5' 300 295 1�. FINAl GRADE �� . .� I 18">18">12". f- STA 0+20.72 rt. PIPE 286.98 b.-1:1 .45· .J\: � I 3 1--ffJ: I E�. �SS 5 EX. 12" �+"4IE 285.2 /- � � � A 280 �J "'''- 18" TREATED WATER FROM WTF ," ... 5' C BIDDING DRAWINGS City of Port Townsend SITE PIPING PROFILES 2 WA TER TREA TMENT FACILITY AND 5 MG RESERVOIR 0:. ....... . .......... '··............7· .., r:: FILENAME looC-21.dW9 SCALE '."'20' I '"", OOC-21 3 2 5 4 6 7 8 z� WiEIiD. ,,1'"" IS" W& � D PHASE 1 - CUT-IN PHASE 2 - fiNAL CONNECTION EXISTING AC PIPE EXISTING 12" AC PIPE LOW ZONE 16" N.:. DEMOliTION PIAN / - -- - - �����:::===-- POTHOLE: fOP 16" AC 0..292_28' DRAIN EXISTING 12" AC PIPE 16" RFCA 16" BFV FL 16" TRANSITION COUPLING DlkAC 16" FWcFlxFL OJ. STA J+66.00 N 412581.75 E 1557299.79 / / B 0.1. PIPE 16" TEE / PHASE / / / / / EXISTING 12" AC PIPE (ABANDON) 16" BLIND FtANGE PLUG ENDS OF ABANDON PIPE wi CONCRETE (TYP) A CUT-IN PHASE 2 5 MG RESERVOIR OUTLET TIE-IN TO EXISTING SCALE;" , ".. 5' O· PROJECT MANAGER De"igl Lead Civil I-)� Arc hitectllai Structural Ptoc...,.. HVACPlumbing A c 7/8/2015 ISSUE om BIDClNG DRAWINGS DESCRIPTION Electrical I'1strumertanon Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale fiNAL CONNECTION 16" DISTRIBUTION MAIN - DETAIL BIDDING DRAWINGS Mi<tlael P Blarchett . G . P ierson B. Shaha I M. Blar<:hette D. Hogan X ,," K &Jtton I. RIr.:on B. Jomslon port�1 Townsenu CitYof D. Prindle 7/31/2015 City of Port Townsend WA TER TREA TMENT FACILITY AND 5 MG RESERVOIR YARD PIPING DETAILS 1 FILENAME .... .. ....7· .., ' .... . .. ............... r:: 0:. SCALE I OOC-42.dwg ,.",20' I '"", OOC-42 2 3 4 5 \: EDGE 0F ASPHALT !/ FACE Of CURB AND FLOWLINE ,. lYPIC"- 3 '-6· lll 5 1/2" 0 -HANDICAP SIGN W/ANCHORAGE PER .. . 6 1/2" . 1/2" SQ, TYPIC"- �BLUE PAINT � TOP OF ROADWAY WHITE PAINT .--�RID FOR LAYOUT GU IOEUNES ONLY PAINTED HANDICAP SYMBOl pETAIl � 6 - 11'-0' HANDICAP PARKING SPACE 8j ,- PRECAST CONCRETE WHEEL STOP PER TYPICAl EACH PARKING SPACE 8 - 1'-0" '" C/1 � 4" WIDE WHITE WHITE STRIPE TYPICAl 4" WIDE "".E M''''' HANDICAP ACCESS SPACE �'o� " , '" MOUNTED ON BlDG ;, '!! I D WHITE RAISED OR SllKSCREENED COPY TYPICAL BLUE BACKGROUND 1'-0" >�.�'b FINISH GRADE OR PAVEMENT HANDICAP PARKING SIGN 10'-0' NON-HANDICAP PARKING SPACE HANDICAPPED SYMBOL (BLUE) w/ WHITE BACKGROUND ALUMINUM SIGN (0.1" MIN THICKNESS) � . �, I� ta ~ � PAINTED HANDICAP ____ _ SY�BOL. SEE DETAIL 7 SCAl£: 0 NTS 10'-0' NON HANOICAP PARKING SPACE C CEMENT CONCRETE TRAFFIC RB , ,/, _, 0 OJ ��E ;: II ,. j I 2'-5" B 4-1/2" 0.0. DIA. SCH. 40 GAlVANIZED STEEL PIPE. Fill WrTH CONCRETE AND DOME TOP B REBAR , 3'-0· LONG (3 PER CURB SECT10N) FILL TOP WITH MASTIC OR CONCRETE AFTER SETTlNG 6' - O· 2'-5" '-:::i'i· ' I ---1 ,.JI t-l 2'-0' NOTE: AVAIlABLE FROM RENTON CONCREtE PRODUCTS OR UTlUTY VAULT CO. � '-' /16 DIA HOLE lYP � 1);("' • 1. PARKING WHEEL STOP A PAINT SOlLARDS WITH MIN. 6 MILS OFT TNEMEC SAF£1Y RED IF02H-SC09. BOLLARD DETAIL SCALE: NTS Mi<tlael P Blarchett De",igl Lead B. Shaha I M. Blarchette Civil Arc hitectllai Structural Proc...,,,, HVACPlumbing A 7/8/2015 ISSUE om BIDDING DRAWINGS DESCRIPTION Electrical I'1strumertanon Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale G . P ierson BIDDING DRAWINGS . PROJECT MANAGER D. Hogan K &Jtton I . Rlrcon B. Jomslon port�1 Townsenu CitYof D. Pri ndle X ,," 7/8/2015 CIVIL DETAILS 9 City of Port Townsend ACCESS AND PARKING WA TER TREA TMENT FACILITY AND 5 MG RESERVOIR ' .. ........"""7' FILENAME ..,.;;l.. .... .... O... .. SCALE I OOC-78.dwg AS SHOWN I '"", OOC-78 2 3 4 5 7 6 8 GENERAL NOTES· 1. SEE SPECIFICATION SECTION 16135 FOR OUeTBANK SCHEDULE IN APPENDIX. --1--- KEY NOTES: o A POLE MOUNTED LED UGHT FIXTURE, TYPE "C" AT GATES, TYPICAL FIXTURE MOUNTING HEIGHT FEET ABOVE FINISH GRADE AT PARKING AREA. HEIGHT LIMITED TO 17-FT ABOVE GRADE. INCLUDING POLE BASE. FOR AREA ILLUMINATION, SEE OWG 00E-14 DETAIL 13. PROVIDE AREA LIGHTING 120V CIRCUIT, 2#6 AWe B ��------------------------------- D & 116 AWG GROUND XHHW-2 ------------ :l COPPER CONDUCTORS IN 1 1/2"-IN CONDUIT fROM ELECTRICAL ROOM. PNL-8120. CKT 38 W. UGHTING CONTROL PANEL f2\ � 20· EASEMENT f3\ \::../ O o @ o @ f9\ � IiQ\ \:::f I, ,\ \!.Y LC-8130. SEE OWGS OOE-07. 08 AND 09. MOTORIZED GATE OPERATOR AND CONTROL. SEE DETAILS ON OWG 06[-12. GATE OPERATOR. KEYPAD READER WITH UGHT. FACILITY MAIN ENTRANCE ILLUMINATED SIGN. GENERATOR ENCLOSURE. ELECTRICAL HANDHOLE EHH-Dl UTILITY TRANSFOR�ER. ELECTRICAL HANDHOLE EHH-02. VEHICLE DETECTORS AND LOOP LAYOUT. SEE DETAIL 3 ON DWO 06E-12. CHH-01 CO�MUNICATIONS HANDHOLE. SEE DWO 06E -11 DETAIL 1. JEFFPUD PRIMARY SER\I1CE MANHOLE �H-OI INSTALLED ON SITE PREPARATION PROJECT. fi2\ \!.2 CENTURYUNK HANDHOLE INSTALLED ON SITE PREPARATION PROJECT. -& WAVE 8ROADBAND HANDHDLE INSTALLED ON SITE PREPARATION PROJECT. .r.::;-... @ c EXISTING 2-2 I NCH PVC DIRECT 8URIED CONDUITS STU88ED AND CAPPED AT 80TH ENDS. CONTRACTOR TO FIELD VERIFY ITS AVAlLA81UTY FOR USE IN THIS PROJECT. B , A \ \ \ PROJECT MANAGER De",igl Lead Civil Arc hitectllai Structural B 7/2015 A 7/8/2015 I SSU E om ADD E ND U M I- BIDDING DRAWINGS DESCRIPTION Proce..", HVACPlumbing Electrical I'1strumertanon Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale BIDDING DRAWINGS Mi<tlael P Blarchett . G . P ierson B. Shaha I M. Blar<:hette O. Hogan O. Pri ndle X ,," K &Jtton I . Rlr<:on B. Jom&on port�1 Townsenu CitYof City of Port Townsend WTF ELECTRICAL SITE PLAN WA TER TREA TMENT FACILITY AND 5 MG RESERVOIR , .. 7' I FILENAME OOE 01.dW9 SCALE 1�""20' - I '"", OOE-01 2 PANELBOARD NO: PNL-8120 VO LT AGE: 208Yf120V 4 3 BUS RATING (AI: 125 ENCLOSURE: NEMA 1 5 7 6 PANELBOARD NO: PN L-8140 VO LT AGE: 208Yfl20 8 BUS RATING (A): 225 ENCLOSURE: D NEMA 1 PHASE: 3 MAIN OC DEVICE lA/PHASE): "'3 MOUN T ING: SURFACE PHASE: 3 MAIN OC DEVICE (A/PHASE): 75 MOUNTING: SURFACE WIRE: 4+GND INTERRUPTING RATING (KA): 10 LOCA T ION: ELECTRICAL ROOM 330 WIRE: 4+GND INTERRUPTING RATING (KA): 10 LOCA T ION: ELECTRICAL RM 330 NO SERVICE ENTRANCE LABEL: NO SERVICE ENTRANCE LABEL: 2000/0 NEUTRAL: CONNECTED LOAD (VA) CKT NO. OESeR! PTION LTS 1 LTS 3 REC- ELECTRICAL RM 312 ELECTRICAL RM 312 REC MECH Mise Zl2 5 LTS 7 REC- MECHANICAL RM 313 MECHANICAL RM 313 9 LTS 11 REC- HYPO RM 314 13 LTS MAIN PROCESS RM 310 15 REG -MAIN PROCESS RM 310 1.260 17 REG -MAIN PROCESS RM 310 1.260 19 LTS - MAIN PROCESS RM 310 21 LTS - SHOP RM 2IJ7 23 REC - SHOP RM 307 25 AMPS P AMPS P LTS 1 148 2JJ 1 1 2JJ Zl2 1 2JJ 1.260 HYPO RM 314 OCP 2JJ 1.400 1 2JJ 347 1 2JJ 1.400 1 2JJ 891 1 20 1 20 1 20 1 20 1 20 1 SPARE 20 1 27 SPARE 20 1 29 SPARE 20 1 31 LTS 20 33 REC 35 SPARE 2JJ 1 2C 1 37 LTG - CHEM DOSING RM 2C 1 39 REC 2C 1 41 LC-8'130, L TS - CONlROL PANEL 2C 1 863 148 1.260 286 AIR SYSTEM RM 311 AIR SYSTEM RM 311 308 CHEM DOSING PUMPS RM 308 m 900 I DEMAND FACTOR DESIGN LOAD (KVA) 500 1 CONNECTED LOAD (VA) 2JJ A 8 2JJ 0 1 2JJ 8 2JJ 0 2JJ 8 MECH Mise 2 1 MECH SCR 1 , MS-2011 CONTROL 300 20 1 4 3 MECH SCR 2 , MS-2021 CONTROL 300 20 1 LTS 20 20 OFFICE ROOMS 301 AND 302 4.7 1.25 5.9 REC MECH SPARE 4.0 3.0 100 1.00 2C% 4.0 3.0 5.4 15.4 NEC MISC 12.7 2 1 C 1 A 8 20 1 500 HYPO ROOM SUMP PUMP, P-4031 15 1 100 PROCESS AIR RM, UH- 1311 10 5 MECH SCR 3 (FUTURE) 8 7 AIR DRYER, 0-3421 1 900 REO 10 9 HYPO FEED PUMP 1, P-4012 333 20 1 CONTROL RM 303, KITCHEN AREA A 3 6 300 CKT NO. DESCRIPTION 20 REO - CONTROL RM 303 CONTROL RM 303 CONNECTED LOAD (VA) LTS REC MISC MECH OCP A MPS P 8 900 222 NO OCP AMPS P REC - OFFICE ROOMS 301 AND 302 LTS 1.620 CKT NO. DESCRIPTION CONNECTED LOAD (VA) LTS REC MISC MECH CKT NO. DESCRIP T ION 1 1 2JJ A REC SPARE 208 V THREE PHASE --. 6 8 REC - LABORATORY RM 304 12 11 HYPO FEED PUMP 2 , P-4022 333 20 1 C 20 1 600 EMERGENCY SHOWER EYE WASH STAllON 12 1 222 LTS 14 13 ADMIN, EF-l300 200 15 A 1 200 ESEW-1323 HEAT TRACE 14 0 1 164 L TS - RESTROOM 305 &STORAGE RM 300 15 MAIN CONlROL PANEL, MCP-1100 15 1 50 RESTROOM EF-l305 16 20 1 18 17 AIR DRYER, 0-3411 20 1 C 20 1 300 HYPO ROOM EF-1314. NOTE 3 18 A 8 20 1 REC - RESTROOM 305 &STORAGE RM 300 16 8 20 20 2JJ 1 L TS - EXTERIOR BUILDING 20 19 KYPO ROOM HEATER, UH-1314 100 15 1 A 15 1 300 MECH ROOM EF 1313, NOTE 2 2C 0 20 1 1,CXXl FACP-ll0l, FIRE ALARM CONTROL PANEL 22 21 MECH ROOM HEATER, UH-1313 100 15 1 20 1 20C MECH ROOM WATER HEATERWH-1303 22 20 1 500 1 20C STORAGE ROOMWATER HEATER WH-1310 24 8 500 GATE CONlROLLER (ARM BARRIER GATE) 26 2 20 1 2C C 20 25 500 A OFFICES AIR HANDLER AHC-l300. A 20 1 SPARE 26 0 20 1 500 GATE CONlROLLER (SLIDER GATE) 28 29 AHC-1312, AIR HANDLER 15 2 20 1 SPARE 28 20 1 SPARE 2JJ A 1 20 2 8 3C 2 A 2C 1 0 2C 2 A 0 8 720 720 LABORATORY RM 304 SPARE (208V) 1.000 SPECIAL RECEPTACLE (208V, 1PH) - SHOP 1.000 RM 2IJ7 600 ROADWAY LIGHTS 1.000 MOTORIZED ARM BARRIER (2OfN,lPH) 1.000 LOAD SUMMARY LTS CONNECTED LOAD (KVA) 1.800 200"10 NEUTRAL: NO OCP TOTAL Zl.1 31.0 32 34 36 38 � 42 f'" 4 431 1.300 300 500 500 500 500 33 LCP-8130 3;;- GENERATOR CONTROL PANEL, 500 37 !-NAC CONlROL PANEL 41 EVOQUA PCP-3100 6 33 CONNECTED AMPS PHASE B (KV A) 12 37 DESIGN AMPS PHASE C (KV A) 9 8 C 3 1 1,CXXl 20 1 1,CXXl 20 1 8 3,640 3C 40 2 C 20 1 SPARE 34 A 20 1 SPARE 38 30 2 8 C HEAT PUMP, HP-13120NfFVD), NOTE 1 3,640 2,704 36 40 42 HEAT PUMP, HP-l3000NfFVD), NOTE 1 2,704 CONNECTED LOAD (KVA) 00 DEMAND FACTOR 1,25 DESIGN LOAD (KVA) 00 REO 00 NEO 00 MECH 17.0 1 00 17,0 MISC 75 1 00 75 SPARE PHASE BALANCE TOTAL 24,5 40% -- 9.8 34 3 c 32 LOAD SUMMARY LTS PHASE A (KVA) 3C 300 39 MEMBRANE RIO PANELS 8 A 500 PHASE BALANCE 480 LlNE-TO-LiNE VOLTS 1 I I 208 LlNE-TO-LiNE VOLTS PHASE A (KVA) 68 CONNECTED AMPS PHASE B (KVA) 95 DESIGN AMPS PHASE C (KVA) I 7 11 ### B GENERAL NOTES; 1. FOR MOTORS DRIVEN BY A VfO, PROVIDE POWER SHIELDED CABLES FROM PANELBOARD TO MOTOR WlRING BOX AND DEDICATE CONDUIT TO POWER CIRCUIT. SIZE CONDUIT ACCORDINGLY TO KEEP CONDUIT FILLING LIMITED TO 40% FILl. MINIMUM WIRE SIZE FOR HP-1312 IS 2/18 AWG &: ' 10 GROUND. MINI�UM WIRE SIZE FOR HP-l.300 IS 2110 AWG &: 1 10 AWG GROUND. 1 2. INTERLOCK MOTORIZED DAMPER DMP-131.3. WITH EXHAUST FAN EF-1313. 3. FAN SHALL RUN CONTINUOUSLY. 4. REFER TO ELECTRICAL SCHEDULE 1, SHEET 00E-07 FOR CONDUIT AND CABLE SCHEDULE AND NOTES. A BIDDING DRAWINGS PROJECT MANAGER Desigl Lead Cl\lil I-)� A rchitectllal S tructural , 8 7/2015 7/8/2015 ISSUE om ADDENDUM , BIDDING DRAWI NGS DESCRIPTION Process HVAGPI u mbing E lectrical I nstrumi! rtatio n Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale M i chael P Blanchette G, Pierson B, S'laha I M , B lanchette D, Hogan D, Prind le X,," K, Sutton I. Rincon B, Johnston port� Townsenu Cityof City of Port Townsend WATER TREATMENT FACILITY AND 5 MG RESERVOIR WTF ELECTRICAL SCHEDULE 2 O .... "" ...� ' .... - ... . """"7' ... H FILENAME SCALE 1 ODE -08.dwg NONE I '",.. OOE-OS 2 WATER TREATMENT FACILITY ELECTRICAL ROOM !--------------�----I-=�, IJ 1 I 1 I ! 11 I I - - 1 I : - 4 5 1 1 MECHANICAL ROO LCP-8001 ;; - T I OFFICE : -t M" "" f-<>---o---<>---c 1'-, f----o--o-Ir-�>---o---<>---o----o-, DPM-8140 I-<>---<>---<>----q---<>----oj---o----o----o----o----o--+--j1 0 HMI -, , 1'-_ --- ---' I J0 i =_ - 3 ""' FR I J 1. �:� ANTENNAE (OOTSOE) __ � jl1 1--0----0----0----+: l-\ =� _ .._. , .1 �& ________ B ____ _ -- - TO INTERNET -- -r ---- MAIN PROCESS ROOM � ! 1 ' ! ---' MEDIA COOVERTER I I : - 1. VE 1 !i I I I I I I I I I 0 ', "_ M'_ 1 _ = ---- -L "-c PLANT WATER SYSTEM VENDOR PACKAGE COOTROL PAr-.EL : I I I I I I I I I I I ----'I I I TO DIAL UP LINES (2) I I I I I I I 6 7 COMMUNICATION SIGNAL LEGEND CAecE PROTOCOL CAT6 ETHERNET FIBER ETHERNET WIRELESS VARIOOS RS-485 PRa=IBUSDP RS-232C VARIOOS Llr.ETYPE --0-----0--- -0----0-- _ - . . � - .._.. _.,-,._.._.. - o 8 KEY NOTES B RELOCATE Tv\o HMI AN WN D� "�� '� " '.. '� 5 �"� '� ' '� �A '�'W �� ''.,( iT DFACILITY, iO FROM NEW VHF ��... WASTEWATER TREATMEr ANTENNAE FOR 'NTF o SUPPLIED BY MEMBRANE FLTRATON SYSTEM VEN� (2) OWNER WILL PROVDE RADIO TRANSCEIVER TO REPlACE EXISTING TRANSCEIVER CONTRACTOR TO RECOr-FIGURE ATTACHED DEVICES AND PROVIDE ACCESSORIES AS NEEDED FOR A FUNCTIONAL COMMUNICATIONS SYSTEM. REPlACE EXISTING ANTENNA AND TRANSMISSION CABLE WITH �WYAGI ANTENNA AND NEW TRANSMISSION CABLE o DECOMMISSIOO CELLULAR MOCEM AFTER ESTABLISHING RADiO COMMUNICATIOOS WITH OWNER PROVIDED RADIO. REUSE EXISTING YAGI ANTENNA OWNER TO DECOMMISSIOO RADIO AND RTU o REPLACE EXISTING OMNI DIRECTIONAL ANTE�A WITH YAGI ANTENNA FROM FOOR CORNERS. RETUNE RADIO OMNI ANTENNAE TO BE INSTAllED AT WTF 6 RE-ORIENT EXISTING YAGI ANTENNA. RETUNE RADIO o REPLACE INTEGRA RADIO WITH ONNER FURNISHED FREEWAVE RADIO L------------------r------------------- MORGAN HILL I MORGAN HILL STORAGE TANK 0 BOOSTER PUMP STATION 0 I I TO MCP-1100 TO MCP-1100 EEWAVE RADIO EEWAVE RADIO I I ADIO I RADIO I B B -� I I I I I I I I, -------------------------------------- � C: - I PCP-J100 I I � BIG QUILCENE I CITY LAKE ______ =:j 0 =:j 0 -1 0 '" RIO-3111 -------�­ ' " " FIELD MODIFY EXISTING CONTROL PANEL AS DESCRIBED IN DETAIL 2/ooY-14 TO BRING UO INTO MCP-1100 1 , TO MCP-1100 EEWAVE RADIO TO INTERNET SATELUTE MOOEM '" RADIO RIO-3121 TO INTERNET r- - - -- L-L '" RIO-3131 PROJECT MANAGER Desigl Lead Cl\lil I-)� A rchitectllal 7/2015 A 7/8/2015 ISSUE om ADDENDU M , BIDDI NG DRAWINGS DESCRIPTION B S tructural Process M i chael P G. P ierson RADIO A -=� - --i ,-I ' W----' _ L_________� BIDDING DRAWINGS Blanchette B. Slaha I M . Blanchette D. Hogan X,," K. Sutton E lectrical I. Rincon I nstrum1! rtatio n B. Johnston port� Townsenu Cityof D. Prindle HVAGPI u mbing Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale � CEllULAR MOOEM 01 ' "-C __ _ B c �-------- I-- I D 7/8/2015 City of Port Townsend COMMUNICATIONS BLOCK DIAGRAM WATER TREATMENT FACILITY AND 5 MG RESERVOIR O,."...""...� ' """ - ..."""",,7' FILENAME H SCALE I OOY-01.dwg NONE I "'''' OOY-01 2 3 4 5 6 7 8 1. S�:��JO· CAUTION YIELD TO ONCOMIN (RED 24" • S�:��JO· HAND (1YP-Z) YIELD TO ONCOMIN TRAFFIC • 1 8' CONDUIT, TYPICAL ® ��? L-- � STOP �� ",. CAUTION YIELD TO ONCOMI� � (REO 24" WATER TREAT�ENT fACIUlY 1 1/2" ® .' . CONDUIT, TYPICAL ON 24" YELLOW) • B TRAFFIC \ I I , '{ � \ \ \ \ (RED ON YELLOW) 24" • 24" \ CAUTION ?lELQ.JO ONCOMIN [ , \ o (1) I 1/2- \ \ _ _ _ _ _ Q® _ 1. CCVE-020Z-2 1 \ 1 1/2" /" PROJECT MANAGER De"igl Lead Civil I-)� Arc hitectllai Structural B 7/2015 ISSUE 7/8/2015 A om B. Shaha I M . Blar<:hette D. Hogan ADDENDUM I- X,," HVACPlumbing DESCRIPTION I'1strumertanon I. RIr.:on BIDDING DRAWINGS Electrical Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale K &Jtton B. Jomslon port�1 Townsenu CitYof D. Prindle Ptoc...,.. ® o Mi<tlael P Blarchett . G . P ierson 7/8/2015 CLEARANCE CONDUIT AND DUCTBANK WALL MINIMUM 2" ON ALL SIDES. DETAIL NOT TO SCALE • \ CONCRm NOTES: \ � � PVC CONDUIT TRAFFIC '>.. \ \ \ Q;) (RED ON YELLOW) 24" • 24" 1 8" >- SEE NEW SECURITY WORK IS INDICATED BY BEING IN BOLD, CAUTION ON YELLOW) 24" TRAFFIC 1 1/ 2" HOLE GENERAL NOTES: CONDUIT BIDDING DRAWINGS City of Port Townsend WTF SECURITY SITE PLAN WA TER TREA TMENT FACILITY AND 5 MG RESERVOIR :.,.....""'...'" .. "",,,,,,, ,, 7' ,, FILENAME c: SCALE I OOZ-02.dwg 1"",,20' I '"", OOZ-02 A 2 3 4 ROOF ---1---------------------------------------- - WATER TREATMENT BUILDING 5 FRONT ENTRANCE R<)"" 3" REAR ENTRANCE "0 "'IT "0 REAR "0 .--V 301 ROO" E "ETWOR' SWITCH NVR/ACCESS CONTROL SYSTEM OOQR 310A OOQR 3 -------- _____ 5 • OTZ • � • OTZ � PTZ • -.� � � "� � O • o � Zz - 0 • 9 z� QS � . DROP GATE MOTOR CONTROLLER KP - • § z� o� ;:: � -.� �� 5 •� . � 0< r- 8 � � ;;; � ;!: .0 �ei �'3 . 0 �� 0. 0. �z: '8 '8 o· u" o· � z KEY PAD AT DROP GATE � � UEST TO 2. 304 ROOM 307 ROOM 310 ROOM 310 ROOM 310 ROOM OOQR "C 'OS ZONE 2 OOQR 311A � 3�------=O� ----=O �OOR �OOR ODOR �OOR �OOR OOO I I I I I I I I I I I I I I I I I I I • DROP GATE OPERATION - VEHICLES ENTERING THE FACILITY 1. 2 3. 4. � � • I. 3. KP @- KEY PAD AT SUOE GATE 4. SUOE GATE MOTOR vutlCl[ , , DETECTION REOUEST TO L _ --.J EXIT LOOP AT SUOE GATE CONTROLLER VEHICLES APPROACHING THE FACIUTY MAIN ENTRANCE DROP GATE WILL YIELD TO VEHICL£S ATIEMPTING TO EXIT THE FACILITY. AFTER THE ENTRANCE IS CLEAR, VEHICLES ENTERING THE DROP GATE WILL APPROACH THE GATE AND STOP AS INDICATED BY THE STOP SIGN AND STOP BAR KEYING IN A VALID CODE WILL CAUSE THE DROP GATE TO OPEN. THE DROP GATE SHALL REMAIN OPEN UNTIL THE PHOTO EYES HAVE DETECTED THAT THE VEHICLE IS CLEAR OF THE DROP GATE. PRESENCE OF A VEHICLE IN PROXIMITY TO THE PHOTO EYE AT THE DROP GATE, SHALL INHIBIT THE DROP GATE FROM CLOSING. THE DROP GATE SHAlL REMAIN OPEN UNTIL THE VEHICLE CLEARS THE PHOTO EYES. NO LONGER DETECT THE PRESENCE OF A VEHICLE. AT WHICH TIME THE DROP GATE SHALL CLOSE. c MANUAL OVERRIDE CAPA8IUTY SHALL BE PROVIDED TO ALLOW WTF STAFF TO KEEP THE DROP GATE OPEN WHEN WTF STAFF ARE PRESENT AT THE FACILITY. SLIDE GATE OPERATION - VEHICLES ENTERING THE FACILITY 2. 0 l!QIES; 1. 303 ROOM 'OS ZONE 1 5 • @_ I - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ L _ ���DROP GATE r -) L --.J DETECnO EXIT lOOP AT 302 ROOM �-----+ � � �L REAR -@------@ ----@ ---@ ---@ ---@ ---@ ---@ " L I I I � --U � -U- JLit-- __ _ FR<JNT � � ����� T � D I ELECTRICAL ROOM 312 0- 8 I I I I I I I I I 'OS ARt.I/DISARt.I KEYPAD e���� ROOt.! ROOM 301 302 � NOTE FRONT EX" ROO" OS � 7 ------------------------------------r­ 3" '-.. 6 VEHICLES APPROACHING THE FACIUTY MAIN ENTRANCE SLIDE GATE WILL YIELD TO VEHICLES ATIEMPTING TO EXIT THE FACILITY. AFTER THE ENTRANCE IS CLEAR. VEHICLES ENTERING THE SLIDE GATE WILL APPROACH THE GATE AND STOP AS INDICATED BY THE STOP SIGN AND STOP . BAR KEYING IN A VALID CODE WILL CAUSE THE SLIDE GATE TO OPEN. THE SLIDE GATE SHALL REMAIN OPEN UNTIL THE PHOTO EYES HAVE DETECTED THAT THE VEHICLE IS NO CLEAR OF THE SLIDE GATE. PRESENCE OF A VEHICLE IN PROXIMITY TO THE PHOTO EYE AT THE SLIDE GATE, SHALL INHIBIT THE SLIDE GATE FROM CLOSING. THE SLIDE GATE SHALl RntAiN OPF:N UNTil THF VF:HICI F: (":1 FARS THF PHOTO F:YFS, NO LONGER DETECT THE PRESENCE OF A VEHICLE. AT WHICH TIME THE SLIDE GATE SHALL CLOSE. MANUAL OVERRIDE CAPABIUTY SHALL BE PROVIDED TO ALLOW WTF STAFf TO KEEP THE SLIDE GATE OPEN WHEN WTF STAFF ARE PRESENT AT THE FACILITY. VEHICLES EXITING THE FACILITY I. 2. THIS DRAWING SHOWS THE MAJOR COMPONENTS OF THE ACCESS CONTROL SYSTEM (ACS) AND A REPRESENTATION OF THE COMMUNICATIONS LINKS BETWEEN COMPONENTS THIS COMPUTER IS A lAPTOP (OR DESKTOP) PC BASED WORKSTATION WITH ACCESS. FROM ANY Off-SITE LOCATION OR WITHIN THE FACILITY ITSELF. TO THE INTERNET FOR INPUTIiNG AND TRACKING PLANT PERSONNEL CREDENTIALS IN A DATABASE FOR AUTHENTICATION THEREBY GRANTING OR DENYING ACCESS TO THE FACIUTY. 3. VEHICLES APPROACHING THE FACIUTY GATES TO EXIT WILL YIELD TO VEHICLES ATIEMPTiNG TO ENTER THE FACILITY. AFTER THE ENTRANCE IS CLEAR. VEHICLES WILL APPROACH THE GATE AND STOP AS INDICATED BY THE STOP SIGN AND STOP BAR. VEHICLES STOPPING OVER THE EXIT VOL WILL ACTIVATE THE MOTORIZED GATES ALLOWING THE VEHICLE TO EXIT. B PRESENCE OF A VEHICLE DETECTED AT THE EXIT LOOP OR IN PROXIMITY TO THE PHOTO EYE AT THE GATES. SHALL INHIBIT GATES FROM CLOSING. THE GATES SHALL REMAIN OPEN UNTIL THE VEHICLE LOOP AND THE PHOTO EYES NO LONGER DETECT THE PRESENCE OF A VEHICLE, AT WHICH TIME THE GATES SHALL CLOSE. GATE CONTROL AND NARRATiVE SECURITY SYSTEM OPERATION SINGLE LINE DIAGRAM DETAIL DETAIL NOT TO SCALE NOT TO SCALE A Mi<tlael P Blarchett De",igl Lead B. Shaha I M . Blar<:hette Civil I-)� Arc hitectllai Structural B 7/2015 A 7/8/2015 ISSUE om ADDENDUM ,. BIDDING DRAWINGS DESCRIPTION Proce..", HVACPlumbing Electrical I'1strumertanon Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale G . P ierson BIDDING DRAWINGS . PROJECT MANAGER D. Hogan X Do K &Jtton I . Rlr<:on B. Jomslon port�1 Townsenu CitYof D. Pri ndle 7/8/2015 City of Port Townsend SINGLE LINE DIAGRAM AND CONTROL NARRATIVE WA TER TREA TMENT FACILITY AND 5 MG RESERVOIR '" 7' FILENAME SCALE I OOZ -05.dwg AS NOTED I '"", OOZ-05