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Home My WebLink AboutzS-3625Setc c L C �I LIFT STATION REPLACEMENT 1 i e ON ME GENERAL SCOPE OF WORK THE RENTON AIRPORT LIFT STATION REPLACEMENT PROJECT CONSISTS OF ABANDONMENT OF THE EXISTING SEWAGE LIFT STATION FACILITIES, CONSTRUCTION OF A NEW LIFT STATION FACILITY, AND NEW MAINS NECESSARY TO CONNECT TO THE EXISTING SEWAGE SYSTEM. NEW CONSTRUCTION SHALL CONSIST OF ALL FACILITIES REQUIRED FOR FULL OPERATION OF THE NEW LIFT STATION INCLUDING BUT NOT LIMITED TO THE FOLLOWING: PRE—CAST LIFT STATION WET WELL; SUBMERSIBLE SEWAGE PUMPS; VALVE VAULT; CMU CONTROL BUILDING; SOUND—ATTENUATED STANDBY DIESEL GENERATOR SET; GRAVITY SEWER MAIN AND FORCE MAIN; ELECTRICAL, MECHANICAL, CONTROL SYSTEMS, AND TELEMETRY COMPONENTS; CONCRETE SIDEWALK; BLOCK WALL; LIGHTING; RESTORATION; AND RELATED SITE WORK. EXISTING LIFT STATION ADDRESS: 454 W. PERIMITER ROAD NEW LIFT STATION ADDRESS: 451 W. PERIMITER ROAD THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. WWP 2 7 3625 MIKE BENOIT Stantec 1113ONE33rdPlace, B phone: (425) 869-9448 www.stantec.com CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WASHINGTON 98057 DAVE CHRISTENSEN CONTACT PERSONNEL PROJECT ENGINEER WASTEWATER UTILITY EMERGENCY ONE CALL (425) 430-7206 (425) 430-7212 911 1-800-424-5555 5-362501 V I V 11 V I I i IV Ifmd%1— NTS D T C7 �- 0 oEn �m ss _ j 0 �m n� n 'Z z m O D a z c 3 Imm am T C7 Z O C O C )m Cr D < m z m m O D D T C7 �- 0 oEn �m ss _ j 0 �m n� n 'Z z m O D a z c 3 Imm D T C7 O 'D C n Cr D < ' u C CIVIL No. Title Cl COVER SHEET C2 SHEET INDEX AND LEGEND NOT IN CRD SET ❑ CB NOT IN CRD SET C5 OVERALL SITE PLAN C6 SEWER PROFILE C7 LIFT STATION SITE PLAN C8 LIFT STATION PLAN AND SECTION C9 LIFT STATION MISC. DETAILS C10 MISCELLANEOUS DETAILS STRUCTURAL No. Title S01 CONTROL BUILDING PLAN SO2 CONTROL BUILDING DETAILS ELECTRICAL No. Title E01 ELECTRICAL LEGEND E02 ELECTRICAL ONELINE DIAGRAM AND SCHEDULES E03 ELECTRICAL SITE PLAN AND LAYOUT E04 MCC LAYOUT AND CONTROL DIAGRAM E05 TELEMETRY BLOCK DIAGRAM AND MISC CONTROL DETAILS E06 ELECTRICAL DETAILS 1 E07 ELECTRICAL DETAILS 2 E08 GENERATOR DETAILS St nte c 11130 NE 33rd Place, Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com CONSTRUCTION SEQUENCE 1. ATTEND PRE -CONSTRUCTION MEETING. 2. OBTAIN NOTICE TO PROCEED FROM CITY AND ALL REQUIRED PERMITS BEYOND THOSE PROVIDED BY CITY (SEE SPECIFICATIONS) PRIOR TO COMMENCING WORK. 3. COORDINATE WITH CITY / ENGINEER FOR CONSTRUCTION STAKING. STAKING TO BE PROVIDED BY CONTRACTOR. 4. INSTALL PERIMETER PROTECTION AND TEMPORARY EROSION AND SEDIMENT CONTROLS AND TEMPORARY STORMWATER AND/OR DEWATERING TREATMENT FACILITIES (BAKER TANKS, ETC.). 5. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY STANDARDS AND THESE PLANS AND SPECIFICATIONS THROUGHOUT THE PROJECT. 6. CLEAR AND GRUB SITE. 7. PROVIDE PLANS FOR SHORING AND DEWATERING STAMPED BY A PROFESSIONAL ENGINEER. AS AN OPTION, EXISTING WET WELL MAY RECEIVE UP TO APPROXIMATELY 100 GPM OF CLEAN DEWATERING DURING THE DRY SEASON AND 50 GPM DURING THE WET SEASON, SUBJECT TO CITY APPROVAL AND INTERRUPTION DURING STORM EVENTS. 8. INSTALL WET WELL, MANHOLE, AND VALVE VAULT AND BACKFILL EXCAVATIONS. 9. CONSTRUCT GRAVITY SEWERS AND FORCE MAINS. 10. GRADE SITE AND INSTALL UTILITIES. 11. CONSTRUCT CONTROL BUILDING. 12. CONSTRUCT BLOCK WALL. 13. INSTALL ELECTRICAL AND CONTROL SYSTEMS, GENERATOR SET, AND ALL RELATED LIFT STATION APPURTENANCES. 14. PERFORM TESTING AND START-UP FOR STATION. 15. OBTAIN CITY APPROVAL BEFORE TRANSFERRING SEWAGE TO NEW STATION. PERFORM BYPASS PUMPING TO EXISTING WET WELL DURING CONNECTION TO AND RECHANNELING EXISTING MH 5307065. ABANDON EXISTING AIRPORT LIFT STATION AND CONNECT TO GRAVITY SEWER. PLUG GRAVITY TO EXISTING STATION AND REDIRECT TO NEW STATION. 16. REMOVE TEMPORARY BYPASS SYSTEMS. 17. PERFORM SITE RESTORATION. 18. REMOVE TEMPORARY BMPS ONLY AFTER ALL DANGER OF EROSION HAS PASSED AND AFTER APPROVAL BY CITY. 19. PREPARE AND PROVIDE O & M MANUALS PER SPECIFICATIONS. 20. PROVIDE CONSTRUCTION RECORD DRAWINGS. NOTE: THIS IS A POSSIBLE SEQUENCE. FINAL SEQUENCE SHALL BE DEVELOPED BY CONTRACTOR AND SUBJECT TO REVIEW BY OWNER. 5-362501 THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. < LEGEND Zo• EXISTING PROPOSED O SM CATCH BASIN (MH) SANITARY SEWER GRAVITY MAIN ❑ CB CATCH BASIN 04 SANITARY SEWER MANHOLE UP UTILITY POLE � LS 0 ------------- SANITARY SEWER FORCE MAIN am LIGHT STANDARD n- O GP GUY POLE n� FRENCH DRAIN ❑ UB UTILITY BOX OR VAULT x SECURITY FENCE T WV WATER VALVE m m PERMANENT SEWER EASEMENT MON MONUMENT ° WM WATER METER TEMPORARY SEWER EASEMENT FH FIRE HYDRANT — — —W WATER SERVICE LINE MB MAIL BOX P UNDERGROUND POWER LINE RS ROAD SIGN ❑ SG SIGN '' = - CONCRETE SURFACING CC�CD ROCKERY ASPHALT SURFACING l� SANITARY SEWER MANHOLE SANITARY SEWER GRAVITY MAIN LANDSCAPING — — — — — — — — — SANITARY SEWER FORCE MAIN o CLEAN OUT w WATER MAIN -----SD-- —SD— STORM DRAIN LINE 320 PROPOSED CONTOUR CONCRETE CULVERT r UNDERGROUND TELECOM LINE P UNDERGROUND POWER LINE EDGE OF ASPHALT CONC. PAVEMENT (ACP) FLOWLINE - - ROAD CENTERLINE RIGHT OF WAY NORMAL CONTOUR ELEVATION INDEX CONTOUR ELEVATION CONIFER TREE DECIDUOUS TREE 5-362501 THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. < Zo• D n n 9z 0 C am n- n� 9 "z m m m 0 D cn n 0 11010 DCD UEn D • �m �rR n - n3 "z z m Cf) 0 D r•-3 b cD N CSD Z z N Cn D n n 0 C: �o 0 < 9 0, 0 U Li I- cn z 0 Q cn w I N I z 0 z w Iz 0 U 0 U U Q / 0 Q U Q c 0 U L 0 U a Q 0, aD 0 0 Q- < Q 0 O N 0 0 0 Ln 0 O > U U 0 0 N i Q z w N O N z 0 Iz w > 6" SAWCUT FINAL JOINT 6" DEEP BREAK REMAINING DEPTH OF CONCRETE (TYP. EACH SIDE) da a 8 1/2" Dia. X 12" LONG 12" EPDXY COATED DOWEL BAR @ 18" TYP ON CENTER ALL FOUR SIDES BACKFILL -� (SEE BEDDING/BACKFILL DETAIL) a _ n d a. e d Q d Q d' TRENCH LIMIT 4.5' MAX PAYMENT LIMIT OF PATCH EXCEPT AS DESCRIBED IN NOTE 1 EX. 1-1/2" ASPH. CONC. PAVEMENT, TYP. EX. 8" CONC. PAVEMENT, TYP. 6" CSTC ASPHALT PAVEMENT RESTORATION DETAIL RAINIER AVE N CB RIM=58.15 SSMH 5307 008 IE 12"CONC. N=33.95 F - RIM=57.78 IE 8"CONC. S=55.65 IE 6'N=54.38 IE 12" CONC. W=54.05 IE CHANNEL S=53.48 IE 8 NE=53.60 ROUTE TRACER WIRE IN TO I MANHOLE AND ATTACH/SECURE TO TOP RUNG OF LADDER WM ADR SG NO VISILE INVERT b " ---- i 2x5 CV I - PO - - ___-------- - ----- i -�- PO W 2W"Mp- -CLW----W----W- S--W- i 18' MP CO -----COM _� - P--- - C - _ COM----- -P - APPROXIMATE PAVEMENT RESTORATION LIMITS. (SEE DETAIL ABOVE) 66LF-6"PVC C900 FORCE 2-6" 2-6" 45' BEND, MJxMJ - W/ CONCRETE BLOCKING 2LF-6"PVC C900 SPOOL � ■ 1 -----�-i i ' ■ i ' ■ 1 ' ■ 1 ' ■ 1 kIN---'0` ----- i 1 ■ 01-10 XI ■ ■ W/ ONCRETE BLOCKING _----------------------------------------------------------------------------- ------- -AS SHOWN (MAX 1/2 CB II _� _ _______------------------------------ cB MAINTAIN 3' CLEARANCE BETWEEN MANUFACTURER'S RIM=51.71 II 41LF-6"PVC C900 �I ■ APPROXIMATE CONCRETE PANEL VR55.31 °� - DOUBLE ■ TI (BENEATHASPHALT)N-54.51 398LF-6"PVC C900 FORCE MAIN UNDERGROUND POWER AND FORCE MAIN RECOMMENDATION IE 8 N-50.91 II FORCE MAIN LOCATIONS (BENEA II _------------------------ ______________________________________ EX. CONC. SIDEWALK U------------UBP LS- REMOVE EX,� SSMH ------- -------- - ---....................�...�.................................�.................. .......0000.. RIMCHAN - ............................�........�......... 7 • „TREE LS V U� 0 0 0 0 �' 0 0♦ � CTR CHANNEL E-39.05 UBP �"� PRUTILITY AT C10 CLEANOUT 16"MP A�/�NDONED ' PROVIDE LOCATE 16 MP ,� I SSFM MINIMIZE DISTURBANCE TO STEEP SLOPE DURING APPROXIMATE � TRACER WIRE AND 3" WIDE PER DETAIL ■ 0 MP 14It�IP SIDEWALK/CURB/GUTTER PAY TAPE ALONG ENTIRE FORCE ■ II FORCE MAIN INSTALLATION. INSTALL JUTE MATTING LIMITS 10' MAX. REPLACE TO A T 7 _ _ MAIN LENGTH PER DETAIL C 1 O8IT PIP H 8 MP MP AND STABILIZE DISTURBED AREA OF SLOPE PER COR ■ 1 ��"Mp 1110 STD. PLAN 213.20. ANCHOR JUTE MATTING TO SLOPE - -- - - - - - - -- ----- _ � r NEAREST SIDEWALK JOINTS - - - CA^ - _ _ C10 PER DETAIL 12 - AP I AND HYDROSEED ON TOP OF MATTING. __ - - - -� _ ■ hUP _� _ II I �� kiMIH� 79 RiM„25. Ar 2 Y PB UP rB� ■ - -- _ /_ CTR C 'ANNE[ 5=15.10 IE R \/� W=23.E�2 UNLOCATABLE UBP SET IN SET IN �' \ RIM=25.90 �� ■ IIII / - .�. IE 8" P�!C W=23.52 _ , \ IE 12" CONC W=2.x.20 \ ■F0 FU rO - F FI/0 W. OF 3.5'x3.5' CONC. UP CONC. BA�t \ F0 �-- FO I I �� FO Fn CURB GRASS SAP OHP�� I -OHN UBr I� Fn FU FO F0 FO S _ GRASS ��- I / UP PX OHP OHP - I - r 0 F ---- FO I '- Fn rr, -- FO FO --1 SCA PX CV I� SEND OF 8„WW i �` r„ �---AS ASAAINI - Fv -z I -- M ----M--- ---W - ��R' r � �:mm- INr �- o ---M-- - PP -- WH , G 16"WW c J/ i - -M- - - -M- - o P --- °- ------P -- -- �. �. l�,■�-.�+� CV _ _ P___---_- _P _ _ - - P _ --V-ERT CURB _--__= P=== 8 LT _EEE, OEM_WEEMIN VERT CURB i cf)- Fj _ ____ _ _ W- -W -W- _ _OEM I "--P� :17p -'A _ - - i `r* I I III ' I I 0 - - - -- - - - 12"AR �- __-W --p-`_ -------------- - -- - - - - - - - ---- ----- P/P+=-- _ ACCESS MH �`'------------ --- - -�- - - - - - - - - - - - - - � LS RIM=26.21 ------------ - � - ---+---- - - - T -- W-_ SSMH 5307 073 III womm NONE IME NONE EM11 SEEN INE I EM! ME IME IME MEN RIM 01010 1=10 IME IME IME IME SEEN 0=1 NEWS IME I DEPTH OF SHAFT=3.1' p -'_W P'�- - CONC. BASE RIM=26.81 VERT CURB WTR SURFACE=19.21 ® _ _ _ _ _ _ _ _ VERT CURB __-- -�= CTR CHAN.-16.59------------------------_____---------------------- - - - -- - -- -- - =P _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ x X X X X X X X X X X U X X X - �-' -`�� x - - W X WM v ue o 7' CLK FNC OM---- -PM - = -- _ ___--� -S P✓1-_-_ __ COQOM= = 1. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. IF THE FINAL JOINT IS WITHIN 3' OF THE END OF THE PANEL, THE JOINT SHALL BE THE END OF THE PANEL. 2. PORTION OF THE ROAD WITHOUT CONCRETE BASE SHALL BE RESTORED WITH 8" OF ASPHALT OVER 6" OF CSTC. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK. 4. ALL TRENCHES IN ROADWAY AREAS SHALL BE SECURED BY BACKFILL AND PATCH OR STEEL PLATES PER SPECIAL PROVISION 5-06 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 5. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. 6. APPDXIMATE LOCATIONS OF EXISTING CONCRETE PANELS BENEATH ASPHALT PAVEMENT ARE SHOWN BELOW. THERE APPEAR TO BE FOUR LANES OF CONCRETE PANEL ROUGHLY CENTERED UNDER FIVE LANES OF ASPHALT. POTHOLES INDICATE ASPHALT 8.5" THICK WHERE NOT UNDERLAIN BY CONCRETE PANELS. P SE 07-23-05 CB RIM=56.51 CTR CHANNEL=55.71 CB --7------PLUG PLUG AND ABANDON EXISTING FM CONNECTION TO NORTH. CONNECT NEW FORCE MAIN TO EXISTING _ _ _ _ _ _ MANHOLE AND RECHANNEL TO ACCOMMODATE NEW - - - FLOW DIRECTION. G G G I -------------------�---RIM=48.67 SSFM I - - - _ - - - - - SSMH 53_07 011 --------------- -----------------!I----------- --------------------------------- ##----------- - - - - -- II -------------- ' SE= 40.12 II ABANDONED SSFM �W EST EDGE TURN LANE WEST EDGE TURN LANE II FM PENETRATION RAISED TO AVOID GAS LINE. 45' BEND EX. 12"SD FROM II ADDED IN MANHOLE TO DIRECT DISCHARGE TO CHANNEL UHAUL LOT �y EAST EDGE TURN LANE EAST EDGE TURN LANE II � ! 2-6" 45' BENDS, MJxMJ II 9LF-6"PVC C900 SPOOL e 1-6 45 BEND (MJxMJ) DEFLECT_ FORCE MAIN _ _ _ _ _ _ -i I- -W/ CONCRETE BLOCKING x _ I BLACK RIVER 60"0 ! o �� I W/BARBED TOP RCP CULVERT � S' SSCO(3) I ASPH ASP c CB x SEE LIFT STATION SITE REMOVED EX. T RIM=25.26 PLAN SHT. C7 FOR 4 TRA ASPH R R EX. S LIFT STATION .E 8" PVC E=26.96 x C10 BLDG PER DETAIL Ex. 21"0 CONC. DETAILED SITE PLAN STORM DRAIN AND FORCE MAIN PIPING BLDG SCALE IN FEET Stant ec 11130 NE 33rd Place, Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com 5-361503 NOTES: 1Q MEGALUGS REQUIRED ON ALL MJ FITTINGS. O2 MANHOLE COATINGS SHALL BE PER SPECIFICATIONS. THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. 0 nm -n RIM=54.64 z �0 C O -SDMH c IE 8"CONC. N=53.14 .n "z m RIM=56.63 IE 8"CONC. S=53.14 Cn SDMH CB 9 IE 12" CONC. N=51.93 IE 6"CONC. W=53.84 RIM=51.25 RIM=49.14 IE 8" CONC. E--53.33 IE 24"CONC. N=45.95 NO MEASURE DOWN IE 12" CONC. S=53.13 SSMH 5307 009 IE 8"CONC. E=47.95 IE 8" CONC. SW=53.75 RIM=54.57 CTR CHANNEL N=50.67 CB RIM=51.12 IE 12"CONC. S=46.15 IE 12" CONC. NW=53.43 --,` MONF-KC-J-2 IE CHANNEL N=50.32 SII IE 8"GONG. S-48.15 WM -�-_ -------- _- _---------_ --- �_ ---- -� ----24 MPC = I--- W H WV /// -- �W UBP 20"MP 20"MP _ P /// /// LS �► -�- - - - -W- - W- - -W- - - --w-- S I _ Ls PO V - _ 24"MP -COM--- --C AQ t P- n �--�- _, _ -- - -- - --_-- M---- c� - �- --- - �M --- --- r-nNA_ �CIIDtI-- �Giv1 P_-�. -r�npd- UBPM 1 �l P --COM----- M, V V ---- P _ �1 -- -�� ===-c''�1== -- - COM-- C-O�vI- ===ADM== _- ��M =_= __- =__�=- _- -_ =_ �M- --=-------------------- -- ----- - ---------------------------- - - --- -_ --- - -- - ----- - - _��-� = =----- -_=-------------------- ----- _------ -- ------ . -- ------------------ -- ----------p---------- ----------- __ --�-------------------- - c> UBP ---- - �EgEEEEEE UBP momm gEEE EEEE gEEE EgEE IgEEE gpEE EMA SEEN 010101 SEEN SEEN EM1 EEEE momm IME =01 RIM RIM NONE 01M ME! 0=1 1000 IMP momm owl IMP NONE momm Mai wom momm M � � � � � �.SEEN - - - - _ -G- G Gtr G G G- G --7------PLUG PLUG AND ABANDON EXISTING FM CONNECTION TO NORTH. CONNECT NEW FORCE MAIN TO EXISTING _ _ _ _ _ _ MANHOLE AND RECHANNEL TO ACCOMMODATE NEW - - - FLOW DIRECTION. G G G I -------------------�---RIM=48.67 SSFM I - - - _ - - - - - SSMH 53_07 011 --------------- -----------------!I----------- --------------------------------- ##----------- - - - - -- II -------------- ' SE= 40.12 II ABANDONED SSFM �W EST EDGE TURN LANE WEST EDGE TURN LANE II FM PENETRATION RAISED TO AVOID GAS LINE. 45' BEND EX. 12"SD FROM II ADDED IN MANHOLE TO DIRECT DISCHARGE TO CHANNEL UHAUL LOT �y EAST EDGE TURN LANE EAST EDGE TURN LANE II � ! 2-6" 45' BENDS, MJxMJ II 9LF-6"PVC C900 SPOOL e 1-6 45 BEND (MJxMJ) DEFLECT_ FORCE MAIN _ _ _ _ _ _ -i I- -W/ CONCRETE BLOCKING x _ I BLACK RIVER 60"0 ! o �� I W/BARBED TOP RCP CULVERT � S' SSCO(3) I ASPH ASP c CB x SEE LIFT STATION SITE REMOVED EX. T RIM=25.26 PLAN SHT. C7 FOR 4 TRA ASPH R R EX. S LIFT STATION .E 8" PVC E=26.96 x C10 BLDG PER DETAIL Ex. 21"0 CONC. DETAILED SITE PLAN STORM DRAIN AND FORCE MAIN PIPING BLDG SCALE IN FEET Stant ec 11130 NE 33rd Place, Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com 5-361503 NOTES: 1Q MEGALUGS REQUIRED ON ALL MJ FITTINGS. O2 MANHOLE COATINGS SHALL BE PER SPECIFICATIONS. THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. 0 nm -n z �0 C O c n .n "z m m m Cn 0 9 > -n 0 -0 c 10 DCn < Z 3 7 0 ry U I Lli I`__ FO z O 1- Q I- I— LL J I I z O I - z Lij O 0 Q U 0 Qf U v > t U i Q I-' 0 Q U Q C O U D L C O U C Q C U .Fn a) 0 1 4- %.- 0 Q Q 0 O N O O O Ln 0 0 > U Cf N O O (N J N T O N z O U) W > - C_ U Q > LTJ cn J O N Cn Lil Q 0 CD z O d - SE 07-23-05 00 I- C) r% ......... 0 ......... -••-•.. . • • • . • • • . ......... . . . . . . . . . xn- - - - - . ... 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ND ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... ... ......... ......... ......... ......... ........ ......... ......... ......... ......... ..... ......... ..:ADJACEN UTILITIES DU INGINSTiAL TION -OF.... ......... ----..... ......... ......... ........ ...•••••• ......... ••....... .......•• ..••--•. ••.•.... --------- -----.... --------- ---HERR.. ....... ......... ..------ --------- -------- --------- --------- ---HERR. .. ------- -------- --•••••• ----.. ... ......... --•••••• ••-•••-- ••..••••• ••...---- • - • ......••• NEW SEW •-•-••••• -=R-MAIN.- BAC ----•-••• FILL BENEA .................. •• AND • .. ------.. ••••.... 45 ........ ......... ......... .....••• ------- --------- ------ --------- ---ERRE.. .... ... -------- -----HERR ---- HERR --HERR ERRE...-- -----HERR ERRE----- ------- ••••.... ........ --...•-- •-- •• -•--••--- . -A UND UL -VERT WIT -DF,-3`MININdI M• -- --- ---....- ......... ......... ......•.. ......... ......••. ......... ----•---• ......... •-••••••• ......... •--•-••• --------- ---HERR-- ------ .. 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PVC . . . . . . . . . . . . . . . --------- --------- ---••---• •-•--•--- - ------. ......... ......... ••••- --------- --------- ......... ......... -------- ------- -----HERR ......... --------- --------- ......... ......... ------- ERRE----- --------- --------- --•••••• ••••..... ......... ...••.... •-••----• __ ---•--••• ...••••• - ......•• •...-•--• -••-••••. •••• . . .48 - TY - \\ - - ---- --------- --------- ---HERR.. ------ . -------- _T ------- -----HERR ------- --------- --------- -------- ----- ------- -------- ------- --•-.... ---•-•••• •-----... .. ------ ---HERR. ERRE----- --------- ---- - -- - _ 5. ERRE. --- ......... --------- --------- ......... ERRE----- ......... ----HERR ......... -------- ......... ......... ......... ......... ......... ......... ......... ERRE...- .-••.... •..----- --------- ......... •• ......... .....•... ••-•-.•• -•------• . 8'QJWET Lt I = 1 11�. ... ) ------••• ......••. ......... ......... ......... ......... ......••• ......... ......... ......... ......... •--••-•-- ......... ......... ......••• •--•••••• ......••• ••••••... ......... ......... ......... ......... ••••••... ......•• ......... ......... --•-- ... -IE= 4.62(8"PVC •••• • •- ----••••• ......... -•------- •-••-••-- ......... •••.....• ......... ......... -----••-• ......... ......... --•---•-• ......... ......... ......... ......... ......... ......... ......... ......... ......... ................... ...•••••• ................... ----.... ......... ........ ................... ••-•••-• ......••• ......... ......... ........ ......... -----.... ... ..--•-•• .......• ......... ......... ....- . ... ------ .... .. - 1 - .. - 0.016.... . --------- ....••••. .....•••• ......••• •••....•• •-•••.... ......•• ...••••• -------- -------- --------- ERRE...-- --------- -------- --------- ------- -- ...... ----- .••-••••• -- •---•-•-- ......•.. ----.... ...•.... ........ - ••...... ......... .....•••• ......... •••• •• - ...... ......•. ... . •••... - ......... X.48�•SSM ...... ......-- ......... ....••... ......... ................... ......... ......... .•--•••• ERRE...-. --•-••••• ......... ......••• ......... ......•. ......... ..------ ......... --------- ......... --------- ......... --ERRE... ......... ......... ......... ...-----. ......... ERRE----- ......... --------- .------- --------- ------- --------- --------- -------- ...... --ERRE... ----HERR. ------- ......... --....... ......... -------- ......... --ERRE... ........ •.--•-•- ......... •-••••••. ..... .. •... .. .... - Q ... - • (8"PVO .. IE�-14.81 -(E X10"AVE .. ......... ......... ......... ......... ......... -••--•.. •---••••• ......... ERRE..--- ......... •••...... -------- •-•--••-• ......... ERRE...-- ...•••••• ......... -------- •••...... ......... ERRE.---- ......... ......... ...--HERR ......... ------.. ......... ......... ......... ...---- .••...... ------- ----HERR ••••....• ----HERR. ERRE.---- ••....... ---HERR.. --------- ......... ------- ......... ------ ......... .. -----HERR ......... ERRE.---- ERRE----- ......... --------- -------- ......... -ERRE---- ---HERR.. ...•••... ----- .....•-- ......... ........ -•-....• ......... ••--••... •• INTSON: ... ......--- ...... -•----... ••••.... .....••• ........ = I� a 4 8� -(EX HERR. .. VO .. 0„�- - N)- ---- ... REST• IIaIALLPIPE:,l ••--••-•- ---••---• ......... ......••• ......... ......... ...•••••• •-••••••• ......... ......••. ......... ......... .......•• ......... ••....... •........ ......... ......... ......... ......... ......... ......... •.....••• ......... ••......• ......... •••...... ......... ...•..... ......... ......... ••------- --•---•-- ......... -•••••••• ......... ••••••... ......••• ......... ......... •-••••--- ......... ......... ......... ••....... ......... .. STEEP ......... PE WITH EB �........ SERIES... ......... •••...... •••...... ------•- ......... IE=17.58(NE .... 8"PVC-NE)-- --------- ......... ......... --------- ------- -------- --------- ......... ......... ......... ......... ......... ••-•-... ......... ......... ......... ......... .......-• ......•.. •-•--•••• ........• •--.••--- ......... -•••••••• •---•---- ..•••--- ......... ......... ......... ......... ERRE ERRE --------- ------ ......... ......... . . . . . . . . . IE^14.78(�1�E . . . . . . . -- 10"PVC S) - - NOTES: 10 MEGALUGS REQUIRED ON ALL MJ FITTINGS. (; MANHOLE COATINGS SHALL BE PER SPECIFICATIONS. THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION AND SHALL m NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS 362504 . •S THAT MAY BE INCORPORATED HEREIN AS A RESULT. Hhgj ♦� i,. t ♦ � ,�`�' f . 1 h 11 SURVEYED: SCALE: DATE: 4' , ' MA VERTICAL: NAVD 83/ RENTON AIRPORT 3 28 13 � . 0 AS NOTED HORIZONTAL: NAD 1983/1991 �� CITY OF FIELDBOOK: .� 4 ; DESIGNED:ELB/BWM LIFT STATION REPLACEMENT St ntecw� �jr � i DRAWN: � R E f� T 0 N PAGE: � � \"' . DRAWING NO: 0 ,A ,` . %ONE INCH � ,, �, �♦ I I DATU M f ,ter , x_`,- CHECKED: G(:: �, G,IC.r ��'* AT FULL SCALE Planning/Building/Public Works Dept. SEWER PROFILE 6 11134 NE 33rd Place, Bellevue WA 98044 #; 14Y11 "------- - ;.CCN * NO ONE INCH SIF phone: (425) 869-9448 www.stantec.com �; 10'�-�1, _, 's NO. REVISION BY DATE APPR APPROVED: SHEET: OF: 6 21 w r D D 31rn n m G 0 C :Ez i _01 � = is )n C O 7°m m_ 9 � - z m m m Cn O D Cn D n 0 O PO �0 VQ 10Cn < D • > 11 4z s= 0 10M n m n� u— z m 0 D ■ $J D 2 Z C rbm m D n m 0 i _01 � 9 is )n _ SE 07-23-05 _F,M TO GR IER EX. 12" SD��- _ —hAUL--rARKING LOT RAINIER -�- R WLINE ---- 6" PVC C900 FORCES / —_ 2-6" 45' BENDS (MJxFL) -------------� / � W/ CONCRETE BLOCKING II II /-� CAFOR / ■� � - - � - \\ ---- CONTROL BUILDING ROOFLINE TRACER WIRE TTI'-I�?BASIN ■-� I--- �� --CQAINECT KEYSTONE WALL DRAINS �� ■ VALVE BOX C10 31 �-- ■ PER DETAIL / 8 0 WET WELL TO ROOF DRAINS WITH SOLID WAtL —SCOPE SfTEZ�S�%--- — --__. — o F° _ ° F° _ � O _-- PVC PIPE AND CLEANOUTS PER COR TO BACK OF NEW —Fo _ Fo o — Fo;— F Fo — F° — F° LIGHT POLE � ■ Fo F° I� F° — F° — F° — Fo — Fo ��—� e�— STD DETAIL 225.11 (WI0 SHOWN— �iDEQPACf� _ — F° 0 _ _ ■ I _ �� Fo o — F0 — F° o ° 4' MAX. KEYSTONE WALL +a s y, 4; ,� ;,�: t�ti ��y ■ �� EX. SSFM ABANDONED o Fa - F0 's, t" . .+•y , s;,. ,,<:.x•. .'R �— IN PLACE P OHP /F' OHP —OHP—0 ., ::•.. t-_.:. _... i. �- '�'•-+' •f••K•.. �...'+Ar; ,■ I \— '.f I —` —! _ _ HP OHP OHP 0 OHP OHP OHP OHP ° --SAW CUT EX. CONC. CURB & 5ff ER. ■ `� I SLEEVE DAVIT BASE °"P TRANSITION NEW ROLLED CURB & iii ======== 7t ■ r ii ii�=ii qi PER SPECS (TYP. OF 3�Z 10'-8" x 8'-8" ■ ii ■■■■■ ih i qi o GUTTER TO EX. CURB & GUTTERF$�'. CONTROL BUILDING I ■ i�� i i '/� h i ;; t� I EX. SSMH 5307 071 ?' GENERATOR SET _ VALVEJ� i4 RIM=26.79 fm ■■ ---- �� 1i ■■■ ■ qi oo CTR CHANNEL S=15.19 O GRASS \ iii=VAULT =_-'� �'� i ryi ■ ,' e P— 9007 t (SEE ELECTRICAL I I ________=_�I �� FIRE HYDRANT Y DWGS/SPECS) L= ��i__ci___hi ; SSCO I ' 0'OK HYDRANT VALVE _ 4" PVC ROOF DRAIN C _� 6" GATE VALVE 11Ya VALVE P T _ 221z' 3tQP�AT 1% MIN. BEND two 8 i / - ----- BEf�Dqq _ ---ass-- —�I i o�� — - -w - - w- - - -w- - -w- - - -w- �� w- - - -w- ��w- - - -w _ -ass---- � a w=---w- EX.12 W P P P �P ��s_\�ss- s-ems---- c c c --8" PVC IE 1 .10 � � � ° ° P P P P— — ass----�85-----�'��7 _P \�K� \11YI —e� P P P 3 P --- P P �P P �P P �� HAND HOLES BEND 5' SIDEWALK I C U P P P p P _ _ _�s�--- EX. 12' WATER MAIN P �� P� = ■ __ems ----ass----— — I ABANDONED IN PLACE �P� P P P P P P �'-- Pa -- ------ ----- — — ---------- ------ ----------------- - -------------------- VERT CURB � -------- - -------------------------------- \\ i I BEND P o t EX.12"W I % w w---w--- - I REMOVE CURB & GUTTER WITHIN REPLACE CURB & GUTTER WITH NEW 11Y4 NEW I SAW CUT EX�CON CURB & GUTTER. 6 HMA SURF CING LIMITS OF SAW CUTS ROLLED CURB PER DETAIL F015-1 BEND 12"WV I oaTRANSITION EBl OLLED CURB & C10 PER DETAIL 12"DI WATER MAIN REINSTALLED ++ i GUTTER TO EX. CURB & GUTTER FOR 3'. CONNECT ROOF DRAIN 12 SD REINSTALLED � I NEW ■ AROUND NEW LS SITE CH TO EX. CATCH BASIN AROUND NEW WET WELL ' DEAD ■ j RIM=25.90 �\ , MAN ■ I �I EX. SSHM 5307 065 II 2% CROSS SLOPE ON 2„ 8—INCH PVC ■ I RIM=25.86 IE 1� CONC W23.20 � � — SIDEWALK (TYP) NEW 4" IE=23.90 GRAVITY SEWER o CTR CHANNEL=14.76 -- — — ------------ --------------- ------------ -------------------------+-------------------------------------------o i----------------------��-----------, PROPOSED -------�-----RECHANNEL EX. MH 4OMANHOLE r ---------�-- WEST PERIMETER RD 1 ' '- I---�----ass----�----�----�--�-ass------ s- I 7---- BLACK RIVER 60"0 NEW 8" SIDE SEWER o I CB RCP CULVERT INSTALLED TO EX. MH I RIM=25.89------------------------ i U II D I�� IE 12" CONC E-23.89 -------------------- -----------��--I----------------- VERT CURB -------��_-----------------------------------------------------------------------------------------------'-- — --L -----------------------------------------+-- ------------------ x x x x x x x x x x x x x x x x x x x xx x x x x x x EX. 21"0 CONC. 10-INCH PVC I ,� WM STORM DRAIN GRAVI�G�WEIV\- I U B I _ PLUG EXISTING P V P �-----7 ------ � — GRAVITY SEWER P— TO Pao \ EAST EX. GRAVITY ABANDONED NS PLACE NEW so 22Yz BEND EX. TELEMETRY PANEL \ \, EX. SSFM ABANDONED Q-- r ON POST W/ANTENNA �— IN PLACE ssco REMOVED l \ EX. SEWER LIFT STATION 6'X6' COVER=25.10 EX. 8" PVC EX. EXISTING LIFT STATIQI__ SIDE SEWER BLDG ABANDONED IN PLACE, I To ASPHALT TOP SECTION REMOVED ��+ 5 0 5 10 1 \ I X. SCALE IN FEET I BLDG NOTES: THESE HAVE W-362501 BEEN PR PARED BASED ON IINRFORMATIONNTS PROVIDED BY 1O MEGALUGS REQUIRED ON ALL MJ FITTINGS. OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY ,. u■, 2 MANHOLE COATINGS SHALL BE PER SPECIFICATIONS. 3 6 2 5 0 5 AND/COMPLETENESS OF INFORMATION AND SHALL BE O _ NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS SJ��B�DAJ_ THAT MAY BE INCORPORATED HEREIN AS A RESULT. Stantec 11130 NE 33rd Place, Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com 3 0 U Z 0 a I N z 0 z W rill0 0 a U i 0 ry U v U Q 0 Q U Q 0 V V) C 0 U Q U) 0 J 4.1L 0 n L Q 0 N 0 0 Ln 0 U N 0 0 N w Q z W V, 0 N z 0 ry W >11 U N c - W V) D N BACKUP LEVEL CONTROL DISPLACEMENT - FLOATS W/15' EXTRA COIL FOR LEVEL ADJUSTMENT (3 TOTAL) SEE ELECTRICAL DRAWINGS A SUBMERSIBLE PUMPS SEE SPECS. ° 96"0 WET WELL--,- FRP , 11 - NTH POLYPROPYLENE its HANGING LADDER BELOW. � �5 STILL WELL �11�� -III �— `�11/'•. U9 PER DETAIL 46' ALUMINUM DOUBLE DOOR ACCESS HATCH, PER SPECS WITH RAILING AND CHAIN HATCH GUARD. UNI -HOIST WALL MOUNTED SLEEVE PER SPECS. (TYP. OF 3) COORDINATE LOCATIONS WITH CITY 21 8" DI GRAVITY �, SEWER INLET O `—PIPE PENETRATION (TYP.) (SEE NOTE 4 THIS SHEET) 2"O TYPE 304 4" PVC VENT — - - SCH.40 S.S. GUIDE O' _(�D RAILS (TYP.) MIXED FLUSH VALVE ROTATE UP AT 45' ANGLE 1N RM pRA � A`N ppN0) ovER � oRCE PIPE PENETRATION (TYP.) (SEE NOTE 4 THIS SHEET) —1-1/2" SCH. 80 PVC SUMP PUMP DISCHARGE PIPE PIPE PER DETAIL ITEM 8--/ 0 QTY. 1 LF - 6" SPOOL (FLxFL) 6" D.I. PIPE SPOOL, FL x FL, LF AS NEEDED 0 1-6" TAPPED BLIND FLANGE 2 5 ' . 0 1-2" BALL VALVE S.S. BRACKET o EXTRA HEAVY DUTY a ALUMINUM ACCESS 1 d C FOR STILL WELL da 6" TEE, FL x FL 1 2 4"x 6" REDUCER, FL x FL e 8 a :°00 ° 9 6" RESILIENT WEDGE GATE VALVE, FL X FL, PER SPECS. 2 12 6" RESTRAINED FL. CPLG. ADAPTER °. 00 11 ° ° I° o 12 2 3 13 RETAINER GLAND, SIZE AS NEEDED 5 1' STAINLESS STEEL STRAP, SIZE AS NEEDED 8 15 6" MAGNETIC FLOW METER, PER SPECS. NEW 16 6" ROMAC STYLE 501 FLEX CPLG. W/ ROMAC 611 SERIES RESTRAINT SYSTEM 3 °. 8" ROMAC STYLE 501 FLEX CPLG. a 18 8" D.I. PIPE SPOOL, FL x FL, LF AS SHOWN __---- EX. 12" STORM 8" D.I. PIPE SPOOL, FL x PE, LF AS REQ'D. 2 20 8" TEE, FL x FL 1 21 8" RESILIENT WEDGE GATE VALVE, FL X FL, PER SPECS. 1 STORM PIPE CB 1 23 6"x6" WYE, FL x FL 1 24 6" RESILIENT WEDGE GATE VALVE, MJ X MJ 11 25 �_----- 2 ' m 14 13 :b. STILL WELL 5 (PER SPECS) 3/8" S.S.0-BOLT (TYP.) 2" PVC. SCH. 40 ACCESS 16 HATCH DRAIN PIPE D 2 1 PER DETAIL C9 BELOW FRP LADDER. SECURE LADDER TO WET WELL TYP. 13 WALL WITH STAINLESS STEEL BRACKETS AND 12 ° ° °e e e d LADDER, AND RUNGS HAVE EQUAL SPACING. °a GROUT EDGE, ALL AROUND TOP ° O O ° b. e ° D ° d e D .D 3 ROWS OF 12 EA.#8 REBAR EQUALLY eD° 3 SPACED. STAGGER BARS SO THAT THEY . 3 D °: �° p. e e .° 14 4" CRUSHED SURFACING BASE II li i I I I A . ° 18 CUT NOTCH IN GRATING I I Il I a„ 49 20 AND DRAIN DISCHARGE 21 17 Ili i y 1 BELOW GRATING I i DOORS 19 8" DI GRAVITY SUMP W/ ALUMINUM I OPEN GRATE SEWER INLET 8000 ol I I III I 11 II I ---14.05' 119 d. I = - - - - - - HIGH LEVEL ALARM 13.00' 2 i - -------7---------BOTH 14 10 1 1 --- -- D �� D -- - - - - -- - ONE PUMP ON 11.50' 48 x72” ACCESS HATCH 19 ----------- ----------48"x72" 10 BEVEL -CUT PIPE PER SPECIFICATIONS 10 A No.. d d e. ° 7 -- - -- - e D � o-- ° D --.� --BOTH PUMPS OFF 9.754.' D 6'- 0" - - °- - d 30" -'- LOW LEVEL ALARM 9.25' ° °. 11 2 D d ° 9 YARDS OF a 2" PVC, SCH. 40 ACCESS CONCRETE SPREAD - - _ _ _ _ _ _ - - - - ° ` EVENLY AROUND .. e,O n e' dc ' v u° HATCH DRAIN LINE. 14 - - - - - - I I 1 � I ii I BTM. OF WET WELL=6.75' ° D 15 HINGES ON THIS° .. D D .e D ° D D °,° II I l i i 2 e.. D ° D SIDE OF HATCH °. SUBMERSIBLE PUMPS (2 -REO -D.) � � � � L___ ___ _ J I I � NOTE: FITTINGS AND VALVES SHOWN 24"x36" SINGLE ACCESS & 4. HATCH WITH POST & CHAIN a ° ° 12" QUARRY SPALLS BASE COURSE COMPACTED TO 95% HATCH GUARD PER �rtaricniiuivs 73 EXTRA HEAVY DUTY -/16 ALUMINUM ACCESS LADDER. 10 4 6" DI FORCE MAIN z (SEE SHT. C5 & C6) 5 5 PLAN VIEW 2411 1811 1211 611 0 1' 21 3' 4' SCALE: 1/2"=1'-0" Sta n ec 11130 NE 33rd Place, Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com PRESSURE GAUGE ASSY. (TYP. OF 2) - 7" FLOOR DRAIN 4'x6' ALUMINUM DOUBLE DOOR ACCESS HATCH, PER SPECS WITH RAILING AND CHAIN HATCH GUARD. 1 LF -6" SPOOL (FLxFL) 1-2" TAPPED BLIND FLANGE 1-2" BALL VALVE PRE -CAST CONCRETE VALVE VAULT 6'W x 121, UTILITY VAULT NO. 612 -LA PRE -CAST CONCRETE VALVE VAULT 6'W x 121, UTILITY VAULT NO. 612 -LA 24"x36" SINGLE ACCESS HATCH WITH POST & CHAIN HATCH GUARD PER SPECIFICATIONS VALVE NUT EXTENDER SET LID FLUSH WITH & VALVE BOX PER PAVEMENT. SEE SHT.C10 DETAIL XFOR PAVEMENT DETAILS 127.52' a °-d /\/ a 11 HI F V Y ° Qd d °a FM IE=20.14' 4" CRUSHED SURFACING BASE COURSE COMPACTED TO 95% MDD PER ASTM D1557 EXTEND 1' (MIN) BEYOND on CONCRETE BASE 42"— 45" 0 ITEM 8--/ 0 QTY. 1 LF - 6" SPOOL (FLxFL) 6" D.I. PIPE SPOOL, FL x FL, LF AS NEEDED 0 1-6" TAPPED BLIND FLANGE 2 W/2" TAP 8 0 1-2" BALL VALVE 6" D.I. PIPE SPOOL, PE x PE, LF AS REQ'D. o EXTRA HEAVY DUTY C ALUMINUM ACCESS 1 0 LADDER C 10 O r2 C23 RAILING AND CHAIN HATCH GUARD PER SPECS. 4'x6' ALUMINUM DOUBLE ACCESS 4'x6' ALUMINUM DOUBLE DOOR HATCH, PER SPECIFICATIONS ACCESS HATCH, PER SPECIFICATIONS 42"- 45" 2"PVC, SCH. 40 TEE. CONTRACTOR SHALL ASSURE TEE IS LOW POINT IN HORIZONTAL DRAIN LINE. HATCH DRAIN 27.47' ° rl ° 2"0 TYPE 304 SCH.40 � ° 6 14 S.S. GUIDE RAILS D 14 1-1 /2"PVC, SCH. 80 2"PVC, SCH. 40 14 SUMP PUMP 14 ACCESS HATCH DISCHARGE FROM DRAIN LINE. VALVE VAULT SCH. 80 PVC ° SUMP PUMP ° ° DISCHARGE PIPE 23.00' a 14 " NEW 12 STORM DRAIN PIPE O��, 0 2 15 ,> 12 -0 11 11 ° ° 24" QUARRY SPALLS BASE COURSE COMPACTED TO 95% MDD PER ASTM D1557 MATERIAL LIST ITEM DESCRIPTION QTY. 1 6" D.I. PIPE SPOOL, FL x FL, LF AS NEEDED �m 2 6" D.I. PIPE SPOOL, FL x PE, LF AS REQ'D. 8 3 6" D.I. PIPE SPOOL, PE x PE, LF AS REQ'D. 2 4 6" 90' BEND, FL x FL 1 5 6" 90' LONG RADIUS BEND, FL x FL 2 6 6" TEE, FL x FL 1 7 4"x 6" REDUCER, FL x FL 2 8 6" CHECK VALVE, FL X FL, PER SPECS. 2 9 6" RESILIENT WEDGE GATE VALVE, FL X FL, PER SPECS. 2 10 6" RESTRAINED FL. CPLG. ADAPTER 7 11 ADJUSTABLE PIPE STAND, PER DETAIL 3/C9 & SPECS. 4 12 CONCRETE SUPPORT BLOCK 3 13 RETAINER GLAND, SIZE AS NEEDED 5 14 STAINLESS STEEL STRAP, SIZE AS NEEDED 8 15 6" MAGNETIC FLOW METER, PER SPECS. 1 16 6" ROMAC STYLE 501 FLEX CPLG. W/ ROMAC 611 SERIES RESTRAINT SYSTEM 3 17 8" ROMAC STYLE 501 FLEX CPLG. 1 18 8" D.I. PIPE SPOOL, FL x FL, LF AS SHOWN 1 19 8" D.I. PIPE SPOOL, FL x PE, LF AS REQ'D. 2 20 8" TEE, FL x FL 1 21 8" RESILIENT WEDGE GATE VALVE, FL X FL, PER SPECS. 1 22 6" 45' BEND, FL x FL 1 23 6"x6" WYE, FL x FL 1 24 6" RESILIENT WEDGE GATE VALVE, MJ X MJ 1 25 6" 45' BEND, MJ x FL 2 THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. RAILING AND CHAIN HATCH GUARD PER SPECS. 27.38' VALVE NUT EXTENDER VALVE BOX PER DETAIL 1 °- i Q INSIDE DIAMETER PRECAST CONCRETE MANHOLE 9 14 12 BACKUP LEVEL CONTROL FILL VOIDS AROUND FIBERGLASS INSERT WITH SELF -COMPACTING CONCRETE, CLASS C30 SECTION A -A NOTE: THE GRAVITY SEWER INLET PIPING (ITEMS 17 THRU 21) ARE SHOWN ROTATED 900 IN THIS SECTION FOR CLARITY. SEE PLAN VIEW FOR THE ACTUAL ORIENTATION. NOTES. 4. ALL PIPE PENETRATIONS IN WET WELL AND VALVE VAULT SHALL USE LINK SEALS UNLESS OTHERWISE APPROVED. 1. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT KOR-N-SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR IN MANHOLES. ALL PENETRATIONS SHALL BE MADE WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND WATERTIGHT. FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED g, ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED EXTERIOR PER SPECIFICATIONS. w/MEGALUGS COMPATIBLE WITH DI AND PVC C900 PIPE. 2. BACKFILL AROUND STRUCTURES AND WITHIN 5' OF STRUCTURES g. WET WELL &VALVE VAULT SHALL BE COATED INTERNALLY AND SHALL BE IMPORTED GRAVEL BORROW COMPACTED TO 95% MDD EXTERNALLY PER SPECIFICATIONS. PER ASTM D1557. THE PAY LIMITS FOR LIFT STATION EXCAVATION AND BACKFILL SHALL BE WITHIN 5' HORIZONTALLY 7. CORE DRILL ELECTRICAL &TELEMETRY PENETRATIONS IN OF THE WET WELL AND VALVE VAULT STRUCTURES. FIELD AS REQUIRED. 3. ALL CONCRETE SUPPORTS TO BE FORMED. 8. SOME ITEMS IN THE SECTION VIEW ARE ROTATED FOR CLARITY PURPOSES. SEE PLAN VIEW FOR ACTUAL ORIENTATION. LAJ D 12 ° �m DISPLACEMENT FLOATS W/ 10 z e ° D (11.5 13 °. D Cm v N LTIz II °° 3 D. ° DD z D m m ADJUSTMENT (3 TOTAL) SEE 3 0 ° o D ° D 1'TYP. D D ° .'° ELECTRICAL DRAWINGS 11 a 13 °. D °. ° ° . FIXED FRP 6 2"PVC, SCH. 40 ° ° d d ACCESS HATCH pD d ° DRAIN LINE. ' e 0 0 0 0 PER DETAIL CD ' m 14 SUMP PUMP 1-1/2% 1-1/2% 1/4" S.S. L BRACE :b. STILL WELL 5 (PER SPECS) 3/8" S.S.0-BOLT (TYP.) 2" PVC. SCH. 40 ACCESS HATCH DRAIN PIPE D 2 INSTALL POLYPROPOLENE "HANGING" STYLE LADDER PER DETAIL C9 BELOW FRP LADDER. SECURE LADDER TO WET WELL WALL WITH STAINLESS STEEL BRACKETS AND HARDWARE SUCH THAT LADDER IS FLUSH WITH FRP ° LADDER, AND RUNGS HAVE EQUAL SPACING. °a GROUT EDGE, ALL AROUND TOP OF FIBERGLASS BASIN ° D b. e ° D ° d e D .D 3 ROWS OF 12 EA.#8 REBAR EQUALLY eD° O ° SPACED. STAGGER BARS SO THAT THEY ARE OFFSET FROM BARS ON INSIDE OF D WET WELL D. °, D ° �° p. e e .° °.. .. ° 4" CRUSHED SURFACING BASE ° COURSE COMPACTED TO 95% o o MDD PER ASTM D1557 18 EXTEND 1' (MIN) BEYOND CONCRETE BASE FILL VOIDS AROUND FIBERGLASS INSERT WITH SELF -COMPACTING CONCRETE, CLASS C30 SECTION A -A NOTE: THE GRAVITY SEWER INLET PIPING (ITEMS 17 THRU 21) ARE SHOWN ROTATED 900 IN THIS SECTION FOR CLARITY. SEE PLAN VIEW FOR THE ACTUAL ORIENTATION. NOTES. 4. ALL PIPE PENETRATIONS IN WET WELL AND VALVE VAULT SHALL USE LINK SEALS UNLESS OTHERWISE APPROVED. 1. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT KOR-N-SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR IN MANHOLES. ALL PENETRATIONS SHALL BE MADE WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND WATERTIGHT. FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED g, ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED EXTERIOR PER SPECIFICATIONS. w/MEGALUGS COMPATIBLE WITH DI AND PVC C900 PIPE. 2. BACKFILL AROUND STRUCTURES AND WITHIN 5' OF STRUCTURES g. WET WELL &VALVE VAULT SHALL BE COATED INTERNALLY AND SHALL BE IMPORTED GRAVEL BORROW COMPACTED TO 95% MDD EXTERNALLY PER SPECIFICATIONS. PER ASTM D1557. THE PAY LIMITS FOR LIFT STATION EXCAVATION AND BACKFILL SHALL BE WITHIN 5' HORIZONTALLY 7. CORE DRILL ELECTRICAL &TELEMETRY PENETRATIONS IN OF THE WET WELL AND VALVE VAULT STRUCTURES. FIELD AS REQUIRED. 3. ALL CONCRETE SUPPORTS TO BE FORMED. 8. SOME ITEMS IN THE SECTION VIEW ARE ROTATED FOR CLARITY PURPOSES. SEE PLAN VIEW FOR ACTUAL ORIENTATION. LAJ D D ° �m DISPLACEMENT FLOATS W/ 5 z zi z C D Cm 15' EXTRA COIL LEVEL N LTIz y m z D m m ADJUSTMENT (3 TOTAL) SEE 0 D .'° ELECTRICAL DRAWINGS FM IE=20.21' °. ° . FIXED FRP 6 ° LADDER C9 ' e PER DETAIL ° STILL WELL 5 D PER DETAIL C9 ° BOTTOM RUNG OF ° FIXED FRP LADDER ° 18 20 ° D 21 17 ° 19 8" DI GRAVITY DD Q SEWER INLET D. ---14.05' - = - - - - - - HIGH LEVEL ALARM 13.00' - -------7---------BOTH PUMPS ON 12.50' --- -- D �� D -- - - - - -- - ONE PUMP ON 11.50' 19 BEVEL -CUT PIPE 10 No.. d d AT 45' ANGLE 7 -- - -- - e D � o-- ° D --.� --BOTH PUMPS OFF 9.754.' D - - °- - d - -o -'- LOW LEVEL ALARM 9.25' ° D d ° 9 YARDS OF CONCRETE SPREAD . ° ` EVENLY AROUND .. e,O n e' dc ' v u° ° ° E" ° WET WELL '° D. ° BTM. OF WET WELL=6.75' ° D .. D D .e D ° D D °,° D e.. D ° D ° °. SUBMERSIBLE PUMPS (2 -REO -D.) � � � � O � � � NOTE: FITTINGS AND VALVES SHOWN SHALL BE THE SAME FOR BOTH DISCHARGE MAINS. INSTALL FLYGT MODEL TOP 150 FIGERGLASS 12" QUARRY SPALLS BASE COURSE COMPACTED TO 95% BASIN WITH INTEGRAL DISCHARGE ELBOWS, PER MDD PER ASTM D1557 MANUFACTURER'S INSTALLATION INSTRUCTIONS. FILL VOIDS AROUND FIBERGLASS INSERT WITH SELF -COMPACTING CONCRETE, CLASS C30 SECTION A -A NOTE: THE GRAVITY SEWER INLET PIPING (ITEMS 17 THRU 21) ARE SHOWN ROTATED 900 IN THIS SECTION FOR CLARITY. SEE PLAN VIEW FOR THE ACTUAL ORIENTATION. NOTES. 4. ALL PIPE PENETRATIONS IN WET WELL AND VALVE VAULT SHALL USE LINK SEALS UNLESS OTHERWISE APPROVED. 1. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT KOR-N-SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR IN MANHOLES. ALL PENETRATIONS SHALL BE MADE WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND WATERTIGHT. FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED g, ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED EXTERIOR PER SPECIFICATIONS. w/MEGALUGS COMPATIBLE WITH DI AND PVC C900 PIPE. 2. BACKFILL AROUND STRUCTURES AND WITHIN 5' OF STRUCTURES g. WET WELL &VALVE VAULT SHALL BE COATED INTERNALLY AND SHALL BE IMPORTED GRAVEL BORROW COMPACTED TO 95% MDD EXTERNALLY PER SPECIFICATIONS. PER ASTM D1557. THE PAY LIMITS FOR LIFT STATION EXCAVATION AND BACKFILL SHALL BE WITHIN 5' HORIZONTALLY 7. CORE DRILL ELECTRICAL &TELEMETRY PENETRATIONS IN OF THE WET WELL AND VALVE VAULT STRUCTURES. FIELD AS REQUIRED. 3. ALL CONCRETE SUPPORTS TO BE FORMED. 8. SOME ITEMS IN THE SECTION VIEW ARE ROTATED FOR CLARITY PURPOSES. SEE PLAN VIEW FOR ACTUAL ORIENTATION. LAJ D D �m b CD z zi z C �p "m Cm N LTIz y m z m m 0 D D 0 -o o� U C � �Cn D �m M 33m � m Nz m Cn 0 D O 2 Z C 3 m m Y D F-1 y b CD �CDz b zN y D 0 3. J 0 J I I N Z O z w 0 0 Q U ry U Q) U i Q Q U Q C 0 U 4.1 U) C 0 U C co 0 J 4- 0 0 Q Q 0 0 N 0 0 0 Ln 0 0 U U N 0 0 N w Q z w J f7 0 0 0i z O Cn w //7 i HORIZONTAL BEND D , TEE VERTICAL BEND j STEEL SHIM PLATE / 4 D - \7 \� BLANK PLUG PLUGGED END FOR FUTURE EXPANSION VALVE ANCHOR ALTERNATE VERTICAL BEND NOTES: -1 "BARS a a PLUGGED TEE aD d � i PLUGGED CROSS q � D Q PLUGGED CROSS 1. ALL CONCRETE FOR BLOCKING SHALL BE FIVE (5) SACK MIX. 2. ALL BLOCKING SHALL BE POURED AGAINST FIRM, UNDISTURBED EARTH. CONCRETE BLOCKING DETAIL NTS PRESSURE GAUGE (DIAL 4V2" MIN. DIAMETER) (GAUGED MOUNTED FACE UP) BOURDON TUBE AND CASE FILLED WITH GLYCERIN 45' BEND DIAPHRAGM SEAL AIR BLEED QUICK -CONNECT FOR PORTABLE UNITS VALVE SPRING-LOADED (AUTOMATIC SHUT-OFF) 'fz" S.S. PIPE SIDE MOUNTING TO EXCLUDE AIR, GRIT OR SCUM 'h" BALL VALVE PIPE SADDLE (WELD OR STRAP TO PIPE WITH STAINLESS STEEL STRAPS) PRESSURE GAUGE ASSEMBLY NTS Stantec 11130 NE 33rd Place, Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com RETURN BEND W/ INSECT SCREEN 4" SCH. 80 PVC DUCTING ` a ° 7 ° a °tr d VARIES a ° oa a 0 ° a° d PIPE PENETRATION SHALL Q ° USE KOR-N-SEAL BOOTS OR SAND COLLARS r2 VENT DETAIL cs NTS INSTALL POWER CORD PER FLOAT SWITCH ATTACHMENT S � DETAIL IN ELECTRICAL DRAWINGS m ATTACH A 0 7x19 S.S. CABLE BRAIDED SLEEVING PER FLOAT SWITCH ATTACHMENT N DETAIL IN ELECTRICAL DRAWINGS BRACKETo EL= 17.15 BOLT TO ACCESS WAY STILL WELL ATTACHED TO _ FORCE MAIN PIPING WITH BRACKET 10-2"0 PVC D3034 SUBMERSIBLE LEVEL SENSOR SUSPENDED PER MANUFACTURER'S TYP. 0 6'-0" MAX. RECOMMENDATIONS. PROVIDE RECOMMENDATIONS. MOUNTING BRACKET ON LEVEL 00 SENSOR FOR ATTACHING S.S. CABLE. EL=8.55 SPACING EL=8.05 EL=6.]5 5 STILL WELL DETAIL cs Nrs NOTE: HOT DIP GALVANIZE ASSY. AFTER WELDING FOUR TOTAL 1/2 HILTI KWIK-BOLT STUD ANCHORS ADJUSTABLE PIPE SADDLE SIZE AS REQUIRED ►KED TO PREVENT 'ARATION 3" SCH . 80 IRON PIPE 114"V 8"x8"1/4" STEEL PLATE, GALVANIZED i i a ° a 3"MIN. D � � a a a a a a a a a D < a r3 ADJUSTABLE PIPE STAND N TS 1'-4" FIXED FRP LADDER DETAILS N TS A S � 774 m VMOUNTING m Cn N BRACKETo BOLT TO ACCESS WAY > _ 1 PER MANUFACTURER, PER MANUFACTURERS TYP. 0 6'-0" MAX. RECOMMENDATIONS. 00 SPACING U 1-- Viz o z Wi 2 U Q 4 z a 0 Zn z O P— U QUj a Zn _ o� `" J z a o a "• SS THREADED ROD, 4- EMBED 4Y4" W/ EPDXY Li Li 1"0 RUNGS (TYP.) IN WET WELL WITH NON -SLIP FINISH o FIXED FRP LADDER DETAILS N TS e A SECTION B -B NTS SECTION A -A NTS WET WELL CHANNELING DETAIL S- 362507 u THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. 'C7 • A S � 774 m m m Cn N e A SECTION B -B NTS SECTION A -A NTS WET WELL CHANNELING DETAIL S- 362507 u THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. 'C7 • �.i z CL.. ., CPC z C cil R' z m m m Cn N . i O C > _ ci C) > N . i O C r J� 1 _ 1 :. zN ci C) 7 � �; 01 _ Fy U w 65 z 0 a I N z 0 z w fy 0 0 Q U 0 V > U L Q 0 Q U Q C 0 U L U) c 0 U Q c Q) 0 0 0- 0 0 0 0 LO 0 0 > U U N 0 0 N w Q z w J 0 N z 0 w NOTES: 6" TOP SOIL, COMPACT TO 90% MAX. DENSITY PER ASTM D1557 2" CUBE EX. GRASS ,,,,,,,, 3" SEWER UTILITY DETECTOR TAPE (FORCE MAIN) P E R SPECIAL PROVISIONS j SECTION 7-21 UNDISTURBED Al NATIVE MATERIAL GRAVEL BORROW PER 9-03.14(1) OR NATIVE BACKFILL IF APPROVED IN WRITING BY ENGINEER, COMPACT TO 90% MAX. DENSITY PER ASTM D1557 :KNESS COPPER TRACE WIRE t ATTACHED TO PIPE w/ " DUCT TAPE F. 12 MIN. 01 ll ?UIRED) PVC PIPE 2 1e4" CUBE (INSIDE MEASUREMENTS) 1/8 MINIMUM THICKNESS LENGTH AS REQUIRED TO PUT OPERATING NUT, TWO (2) FEET FROM SURFACE. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONE EXTENSION IS TO BE USED PER VALVE. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO (2) COATS OF METAL PAINT. VALVE OPERATING NUT EXTENSION �1� NTS 6" CSTC, COMPACT TO 95% MAX. AS REQUIRED) DENSITY PER ASTM D1557 z HMA PATCH (CLASS Y2") C MATCH EX. PAVEMENT 3" SEWER UTILITY DETECTOR DEPTH 1 TAPE (FORCE MAIN) PER MIN. SPECIAL PROVISIONS SECTION 7-21 W/ 24" COIL. (7x7 Or SAW CUT EDGE OF SEVEN GROUPS OF SEVEN EX. PAVEMENT 0 TO HOLD TRACER WIRE \�// o 0 0 o GRAVEL BORROW PER UNDISTURBED .//\ 9-03.14(1) OR NATIVE NATIVE j� BACKFILL IF APPROVED IN MATERIAL �/ WRITING BY ENGINEER, o 0 0 48 » MIN. o COMPACT TO 95% MAX. UNLESS OTHERWISE o 0 0 t>_ t DENSITY PER ASTM D1557 APPROVED BY 0 0 0 0 0 COPPER TRACE WIRE THE ENGINEER ATTACHED TO PIPE w/ TRACER WIRE TO FORCE DUCT TAPE „T MAIN TRACER WIRE W/ 12 MIN. PVC PIPE 6"MIN. GRAVEL BEDDING MATERIALS PER 38"MIN. 9-03.12(3) 60"MAX. NOTE: REFERENCE RENTON STD. PLANS 110 AND 405 FOR FURTHER DETAIL. TYPICAL GRAVITY SEWER, eTRENCH DETAIL (IN PAVEMENT) NTS Sta ntec 11130 NE 33rd Place, Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com 6"MIN. GRAVEL BEDDING MATERIALS PER � 38"MIN. 9-03.12(3) r 60"MAX. NOTE: REFERENCE RENTON STD. PLAN 405 FOR FURTHER DETAIL. TYPICAL GRAVITY SEWER 'k-- U'0 OR FORCE MAIN TRENCH DETAIL (OFF PAVEMENT) NTS CAST IRON RING & LOCKING COVER, "OLYMPIC FOUNDARY COMPANY" NO. M-1025 p 0 D p p D p �— SOIL PIPE (LENGTH PROPOSED FORCE MAIN NOTES: BRING TRACER "RE WITHIN 1 FOOT OF SURFACE. EXTENSIONS ARE REQUIRED WHEN THE FORCE MAIN IS MORE THAN FOUR (4) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF TWO (2) FEET LONG. ONE EXTENSION IS TO BE USED PER TRACER WIRE RISER. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO (2) COATS OF METAL PAINT. 4 SEWER FORCE MAIN - TRACER WIRE RISER �10NTS 6„ CONCRETE W/ a ° ° ° REBAR, 12" ON CENTER 000000000000- o 6" CSTC, COMPACT TO 00000°o°o°oo 95% MAX. DENSITY PER ASTM D1557 FILL MATERIAL PER SPECIFICATIONS 6 SITE PAVING SECTION U10 NTS I I ► � I EX. 8" GRAVITY I i ► x SEWER I ABANDONED I I r I � � I I i r I r �— I I I r EX. SSMH #�00 5303 065 I' ' I x d� I I I rjw CUT -IN & CONNECTED TO NEW 8" SIDE EX. 8" SIDE SEWER W/ SEWER CONNECTION 8" 22,5' BEND TO EX. MANHOLE I I I ' X NEW G TE \ INSTALTD I I ► , x \ I I r I I I r r *0 EX. 8" SIDE _ SEWER (PRIVATE) —SsG-- SS---— SS— ---SS— EX. CO EX. LIFT STATION ABANDONED IN PLACE CU T, CAPPED & ABANDONED EX. 8" SIDE SEWER CONNECTION I � I I I I I I I I x I I � ' I EX. ELEC. CONDUIT ABANDONED x EX. 4" FORCE MAIN ABANDONED I II I r PLAN VIEW CONTRACTOR SHALL DISCONNECT AND DISPOSE OF PIPING AND PACKAGED LIFT STATION. r= -q --- P====1---F=-� II I I I I 11 11 11 I I 1 I II HMA PATCH (CLASS Y2")' ' ' ' 11 1 1 I I II MATCHED TO EX. 11If 1 1 1 1 II PAVEMENT DEPTH (UNKNOWN)__ L __ � L__� �_- -- y= 24.8'± REMOVE AND DISPOSE OF TOP 4 FEET OF MANHOLE ' INSTALL 4' DEPTH OF ' CRUSHED SURFACING REMOVE & DISPOSE OF 1 TOP COURSE, ALL DUCTS & PIPING COMPACTED TO 95% INSIDE MANHOLE MDD PER ASTM D1557. CUT FLUSH WITH EDGE OF MH PLUG EX. FORCE MAIN BY FILLING W/ NON -SHRINK EPDXY GROUT A MIN. OF 2 FEET. ----------- ----------- EX. 48"0 MH EX. 8" GRAVITY SEWER ,''-------- PLUG EX. GRAVITY SEWER — BY FILLING W/ NON -SHRINK EPDXY GROUT A MIN. OF 2 FEET. COMPACTED SAND - OR CDF DRILL HOLES IN BOTTOM OF WET WELL PER DIV. 2 OF TECHNICAL SPECS. IE=17.6'± - - - - - - - - - - - - - - - - - - - - - - IE =14.6'± _- --- ------- 9.7'± ---------------------- SECTION A -A EXISTING AIRPORT LIFT STATION REMOVAL coo NTS CONSTRUCTION SEQUENCE: U CONSTRUCT NEW LIFT STATION, GRAVITY SEWER, MANHOLE, AND FORCE MAIN. INSTALL TEMPORARY BYPASS (INCLUDING BYPASS PUMPS, PLUGS, ETC.) AND PERFORM BYPASS OPERATIONS FROM UPSTREAM MHS 5307 071 AND MH TO NORTH, TO EX WET WELL. CORE DRILL AND RECHANNEL EX. MH 5307-065 INTO NEW 10" GRAVITY SEWER. PERMANENTLY PLUG THE EX. EAST GRAVITY SEWER LINE. ® REMOVE TEMPORARY BYPASS SYSTEM. �5 POWER DOWN EX. L.S., CLOSE VALVE ON FORCE MAIN AND ABANDON EXISTING FORCE MAIN. © ABANDON EXISTING RENTON AIRPORT LIFT STATION PER DETAIL. DEMOLITION NOTES: 1. ALL MATERIALS SHALL BE DISPOSED OF AT AN APPROVED WASTE DISPOSAL SITE AS SELECTED BY THE CONTRACTOR. 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND PSE FOR ELECTRICAL SERVICE DISCONNECTION TO EXISTING STATION. 3. REMOVE EXISTING STATION AFTER APPROVAL IN WRITING BY OWNER. SEE SPECIFICATIONS FOR CONSTRUCTION RECORD DRAWING OF EXISTING LIFT STATION FACILITY. 4. RESTORE ALL DISTURBED AREAS WITH TOPSOIL AND HYDROSEED. 6" BLIND FLANGE 6" THICK, 28" SQUARE CONCRETE, CLASS 3000 PAD AROUND RING AND COVER y.; E INSTALL 2 TIE RODS (ALL -THREAD) THROUGH BLIND FLANGE FOR RESTRAINT INSTALL 4" SAND E BETWEEN RISER AND PIPE 6" 45' BEND (FLxMJ) WITH MEGALUGS CONCRETE BLOCKING FA 2" 14"x4" REVERSIBLE LOCKING RING AND COVER PART M1060 BY OLYMPIC FOUNDRY, INC. COVER STAMPED "SEWER CO" 16" INSIDE DIAMETER CONCRETE RISER 9" LONG �6" DI SPOOL (FLxPE) LF AS REQUIRED 6" FORCE MAIN 6"x6" WYE (MJxFL) SEWER FORCE MAIN - CLEANOUT NTS BACKFILL PER DETAIL SOIL/CEMENT MIX OR CONCRETE BLOCKS 12" MIN. PIPE CLAMP ANVIL a' MODEL 212 OR EQUAL a. a 4 °. 6" FORCE MAIN a 4„ 4" 4" NOTES: 12" ° 1. SOIL/CEMENT MIX OR CONCRETE BLOCKS • 'd. PLACED OVER AND AROUND. TAMPED INTO o °. PIPE CLAMP PLACE BEFORE BACKFILLING. USE 10% CEMENT WITH 90% NATIVE SOIL MIX. ADD ENOUGH WATER TO FORM A DRY MIX THAT WILL HOLD ITS SHAPE WHEN MOLDED INTO A BALL. 2" PVC PIPE o 2. PLACE TWO PIPE CLAMPS 4" FROM BLOCK ENDS ° TO PROVIDE ANCHORAGE TO SOIL/CEMENT MIX. 3. PLACE CONCRETE/SOIL MIXTURE BLOCKS AS 4 SHOWN ON DRAWINGS 4. PLACE TWO 2" PVC PIPES WITHIN THE BLOCKS ON EITHER SIDE OF THE PIPE NEAR TRENCH 4 BOTTOM TO RELIEVE WATER PRESSURE PIPE BEDDING('2_BUILD-UP. PVC PIPES TO BE WET -SET OR .q PER DETAIL C10 PLACED BEFORE CONCRETE PLACEMENT. SEWER FORCE MAIN - PIPE ANCHORS. NTS BYPASS PLAN GENERAL NOTES: 1. MAXIMUM ANTICIPATED FLOW RATES FOR RENTON AIRPORT L.S. ARE 115 GPM. AVERAGE FLOW RATES ANTICIPATED TO BE LESS THAN 50 GPM. NEW L.S. MUST BE OPERATIONAL BEFORE THE EX. RENTON AIRPORT L.S. IS ABANDONED. 2. ALL OF THE CONNECTIONS TO THE EXISTING SYSTEM INVOLVE POTENTIAL EXPOSURE TO RAW SEWAGE. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS ASSOCIATED WITH WORKING AROUND RAW SEWAGE AND SEWAGE GAS. 3. CONTRACTOR SHALL SUBMIT BYPASS PUMPING PLAN TO CITY AND RECEIVE WRITTEN APPROVAL PRIOR TO BEGINNING WORK. 5-382308 THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. J z z AS REQUIRED) STAINLESS STEEL TRACER z M C WIRE, 7x7 AIRCRAFT ic CABLE, 3/16" DIAMETER, Im FILL WITH SOIL TO W/ 24" COIL. (7x7 Or WITHIN 2' OF SURFACE SEVEN GROUPS OF SEVEN m 0 TO HOLD TRACER WIRE STRANDS EACH) D IN PLACE VALVE CAN (NOT BEARING ON PIPE) CONNECT STAINLESS STEEL TRACER WIRE TO FORCE MAIN TRACER WIRE W/ STAINLESS STEEL CLAMP. rj PROPOSED FORCE MAIN NOTES: BRING TRACER "RE WITHIN 1 FOOT OF SURFACE. EXTENSIONS ARE REQUIRED WHEN THE FORCE MAIN IS MORE THAN FOUR (4) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF TWO (2) FEET LONG. ONE EXTENSION IS TO BE USED PER TRACER WIRE RISER. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO (2) COATS OF METAL PAINT. 4 SEWER FORCE MAIN - TRACER WIRE RISER �10NTS 6„ CONCRETE W/ a ° ° ° REBAR, 12" ON CENTER 000000000000- o 6" CSTC, COMPACT TO 00000°o°o°oo 95% MAX. DENSITY PER ASTM D1557 FILL MATERIAL PER SPECIFICATIONS 6 SITE PAVING SECTION U10 NTS I I ► � I EX. 8" GRAVITY I i ► x SEWER I ABANDONED I I r I � � I I i r I r �— I I I r EX. SSMH #�00 5303 065 I' ' I x d� I I I rjw CUT -IN & CONNECTED TO NEW 8" SIDE EX. 8" SIDE SEWER W/ SEWER CONNECTION 8" 22,5' BEND TO EX. MANHOLE I I I ' X NEW G TE \ INSTALTD I I ► , x \ I I r I I I r r *0 EX. 8" SIDE _ SEWER (PRIVATE) —SsG-- SS---— SS— ---SS— EX. CO EX. LIFT STATION ABANDONED IN PLACE CU T, CAPPED & ABANDONED EX. 8" SIDE SEWER CONNECTION I � I I I I I I I I x I I � ' I EX. ELEC. CONDUIT ABANDONED x EX. 4" FORCE MAIN ABANDONED I II I r PLAN VIEW CONTRACTOR SHALL DISCONNECT AND DISPOSE OF PIPING AND PACKAGED LIFT STATION. r= -q --- P====1---F=-� II I I I I 11 11 11 I I 1 I II HMA PATCH (CLASS Y2")' ' ' ' 11 1 1 I I II MATCHED TO EX. 11If 1 1 1 1 II PAVEMENT DEPTH (UNKNOWN)__ L __ � L__� �_- -- y= 24.8'± REMOVE AND DISPOSE OF TOP 4 FEET OF MANHOLE ' INSTALL 4' DEPTH OF ' CRUSHED SURFACING REMOVE & DISPOSE OF 1 TOP COURSE, ALL DUCTS & PIPING COMPACTED TO 95% INSIDE MANHOLE MDD PER ASTM D1557. CUT FLUSH WITH EDGE OF MH PLUG EX. FORCE MAIN BY FILLING W/ NON -SHRINK EPDXY GROUT A MIN. OF 2 FEET. ----------- ----------- EX. 48"0 MH EX. 8" GRAVITY SEWER ,''-------- PLUG EX. GRAVITY SEWER — BY FILLING W/ NON -SHRINK EPDXY GROUT A MIN. OF 2 FEET. COMPACTED SAND - OR CDF DRILL HOLES IN BOTTOM OF WET WELL PER DIV. 2 OF TECHNICAL SPECS. IE=17.6'± - - - - - - - - - - - - - - - - - - - - - - IE =14.6'± _- --- ------- 9.7'± ---------------------- SECTION A -A EXISTING AIRPORT LIFT STATION REMOVAL coo NTS CONSTRUCTION SEQUENCE: U CONSTRUCT NEW LIFT STATION, GRAVITY SEWER, MANHOLE, AND FORCE MAIN. INSTALL TEMPORARY BYPASS (INCLUDING BYPASS PUMPS, PLUGS, ETC.) AND PERFORM BYPASS OPERATIONS FROM UPSTREAM MHS 5307 071 AND MH TO NORTH, TO EX WET WELL. CORE DRILL AND RECHANNEL EX. MH 5307-065 INTO NEW 10" GRAVITY SEWER. PERMANENTLY PLUG THE EX. EAST GRAVITY SEWER LINE. ® REMOVE TEMPORARY BYPASS SYSTEM. �5 POWER DOWN EX. L.S., CLOSE VALVE ON FORCE MAIN AND ABANDON EXISTING FORCE MAIN. © ABANDON EXISTING RENTON AIRPORT LIFT STATION PER DETAIL. DEMOLITION NOTES: 1. ALL MATERIALS SHALL BE DISPOSED OF AT AN APPROVED WASTE DISPOSAL SITE AS SELECTED BY THE CONTRACTOR. 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND PSE FOR ELECTRICAL SERVICE DISCONNECTION TO EXISTING STATION. 3. REMOVE EXISTING STATION AFTER APPROVAL IN WRITING BY OWNER. SEE SPECIFICATIONS FOR CONSTRUCTION RECORD DRAWING OF EXISTING LIFT STATION FACILITY. 4. RESTORE ALL DISTURBED AREAS WITH TOPSOIL AND HYDROSEED. 6" BLIND FLANGE 6" THICK, 28" SQUARE CONCRETE, CLASS 3000 PAD AROUND RING AND COVER y.; E INSTALL 2 TIE RODS (ALL -THREAD) THROUGH BLIND FLANGE FOR RESTRAINT INSTALL 4" SAND E BETWEEN RISER AND PIPE 6" 45' BEND (FLxMJ) WITH MEGALUGS CONCRETE BLOCKING FA 2" 14"x4" REVERSIBLE LOCKING RING AND COVER PART M1060 BY OLYMPIC FOUNDRY, INC. COVER STAMPED "SEWER CO" 16" INSIDE DIAMETER CONCRETE RISER 9" LONG �6" DI SPOOL (FLxPE) LF AS REQUIRED 6" FORCE MAIN 6"x6" WYE (MJxFL) SEWER FORCE MAIN - CLEANOUT NTS BACKFILL PER DETAIL SOIL/CEMENT MIX OR CONCRETE BLOCKS 12" MIN. PIPE CLAMP ANVIL a' MODEL 212 OR EQUAL a. a 4 °. 6" FORCE MAIN a 4„ 4" 4" NOTES: 12" ° 1. SOIL/CEMENT MIX OR CONCRETE BLOCKS • 'd. PLACED OVER AND AROUND. TAMPED INTO o °. PIPE CLAMP PLACE BEFORE BACKFILLING. USE 10% CEMENT WITH 90% NATIVE SOIL MIX. ADD ENOUGH WATER TO FORM A DRY MIX THAT WILL HOLD ITS SHAPE WHEN MOLDED INTO A BALL. 2" PVC PIPE o 2. PLACE TWO PIPE CLAMPS 4" FROM BLOCK ENDS ° TO PROVIDE ANCHORAGE TO SOIL/CEMENT MIX. 3. PLACE CONCRETE/SOIL MIXTURE BLOCKS AS 4 SHOWN ON DRAWINGS 4. PLACE TWO 2" PVC PIPES WITHIN THE BLOCKS ON EITHER SIDE OF THE PIPE NEAR TRENCH 4 BOTTOM TO RELIEVE WATER PRESSURE PIPE BEDDING('2_BUILD-UP. PVC PIPES TO BE WET -SET OR .q PER DETAIL C10 PLACED BEFORE CONCRETE PLACEMENT. SEWER FORCE MAIN - PIPE ANCHORS. NTS BYPASS PLAN GENERAL NOTES: 1. MAXIMUM ANTICIPATED FLOW RATES FOR RENTON AIRPORT L.S. ARE 115 GPM. AVERAGE FLOW RATES ANTICIPATED TO BE LESS THAN 50 GPM. NEW L.S. MUST BE OPERATIONAL BEFORE THE EX. RENTON AIRPORT L.S. IS ABANDONED. 2. ALL OF THE CONNECTIONS TO THE EXISTING SYSTEM INVOLVE POTENTIAL EXPOSURE TO RAW SEWAGE. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS ASSOCIATED WITH WORKING AROUND RAW SEWAGE AND SEWAGE GAS. 3. CONTRACTOR SHALL SUBMIT BYPASS PUMPING PLAN TO CITY AND RECEIVE WRITTEN APPROVAL PRIOR TO BEGINNING WORK. 5-382308 THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. J z D O 10 �° c I Cn I i• m :_ �0 �m 'z z m C0 OO > y b CD CD O 00CD z r Vr/ zN y z > z M C o ic K Im m z m m m 0 D D O 10 �° c I Cn I i• m :_ �0 �m 'z z m C0 OO > y b CD CD O 00CD z r Vr/ zN y > M m� m $" ANCHORS @ 32" O.C. FOR SILL PLATE ATTACHMENT 40 CMU CORNER SO RST, TYP 10'-8" 401%SPLIT-FACE BROKEN FACE EXTERIOR CMU WALL, NP 401 SO LOUVEF 6" CRUSHED SURFACING COURSE COMPACTED TO AND UNYIELDING CONDIT0 BELOW SLABS Y„ + it—off2 PENING 402 Yp SO ROOF OUTLINE - ylo r \ _ a 1 MUko i UMML riLL I.LK PLACEMENT, TYP SECTION So, MIL TAR COATING UP TO OUND LINE IISHED GRADE PER PLAN DRAIN ROCK PER �--- RETAINING WALL PLAN, DWG. NO. S03 TRUSS NOTES: PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES AND OTHER FRAMING SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH ANSI/TPI 1-1995 FOR THE SPANS AND CONDITIONS SHOWN ON THE DRAWINGS AND A MAXIMUM TRUSS DEFLECTION OF 1 ". LOADING SHALL BE AS FOLLOWS: ROOF DEAD LOAD: TOTAL DEAD LOAD =12 PSF, INCLUDES: ROOFING: 1.5 PSF SHEATHING: 2.0 PSF TRUSSES: 2.0 PSF ASSUMED INSULATION: 0.5 PSF (1) LAYER OFY2 INCH PLYWOOD: 3.0 PSF MISCELLANEOUS MECHANICAL: 3.0 PSF. SNOW LOADS = 25 PSF NOTE: 1) SEE ELECTRICAL PLANS FOR UNDER/IN SLAB CONDUIT. 2) GROUT CMU CELLS WHERE PANELS ARE ATTACHED. SEE ELECTRICAL PLANS FOR LOCATIONS. FLASHING WITH DRIP EDGE ALUMINUM GUTTER —� S0� RIDGE VES HIPS TO PRC IN. OF NET FF AREA 2x H11 @ 2' 1' OVEF T SIMPSON L50 @ 24" O.C. TI71 ie%e% or^ 'r^r% MI ATP ROOFING PLYWOOD ROOF DECK ANCHOR TRUSS TO 1" AIR TOP PLATE PER PLAN GAP, MIN, FULL DEPTH VENTED EAVE BLOCKING 1"X6" COMPOSITE FASCIA W/` TRUSS ---� WOOD GRAIN PATTERN OVER NAILER EQUAL TO TREXTRIM SOFFIT 2x NAILER WITH VENT 1"x2" COMPOSITE TRIM W/ 1 "x4" CEDAR TRIM, WOOD GRAIN PATTERN, CONTINUOUS, TYP. CONTINUOUS, TYP. ATTACH TRUSS TO SILL PLATE WITH HOLD DOWN ANCHOR PER PLAN 2" THICK EXTRUDED POLYSTYRENE INSULATION. FULL PERIMETER. TOP SHALL BE AT 3" BELOW FINISH GRADE, TYP. JCTURAL FILL COMPACTED w �5% MAX DRY DENSITY PER MODIFIED PROCTOR. 1wjk F-.,. . -0. d Mod ]� 9-.a i ■ • VENTILATION BAFFLE, INSTALL TO KEEP INSULATION AWAY FROM EAVE VENTS R-30 KRAFT PAPER FACED BATT INSULATION ON ALL CEILING SURFACES, INSTALL WITH KRAFT FACED SIDE OF INSULATION FACING INTERIOR OF BUILDING. FINISH CEILING WITH ONE LAYER OF %" GYPSUM WALLBOARD, FINISH SMOOTH AND PAINT WHITE. CONTINUOUS TRIM CMU WALL/TRUSS CONNECTIONS so, REVISED TO CONFORM TO CONSTRUCTION RECORDS RH2 GINE ING ! /r—/4A 5- 362509 ROOF PLAN =:=P- ftftft.. I-" RIDGE VENT, PROVIDE END CAPS PER MANUFACTURER'S SPECIFICATIONS METAL ROOFING i ROOF TRUSS 3" MIN Lx ruAi BLOCKING, NP DECKING RIDGE VENT DETAIL 60z METAL ROOFING SYSTEM AND FLASHING 30 LB ROOFING FELT OVER PLYWOOD DECKING 32" THICK CDX OR BETTER APA RATED PLYWOOD WITH 8d NAILING @ 6" O.C. OVER WALLS AND AT PANEL EDGES, 12" O.C. FIELD FULL DEPTH VENTED EAVE BLOCKING, TYP ROUTE DOWNSPOUT BACK TO BUILDING AND CONNECT TO STORM CATCH BASIN. SEE CIVIL PLANS FOR DETAILS. ALUMINUM GUTTER, TYP ALL AROUND NOT TO SCALE �01 DOOR AND FRAME SCHEDULE No. Door Frame Device Required Size Material SizeExit Material Width Height Width Height 16"X 16" 5'-0" 7'-2" HM 514" 714" HM YES * SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. VENTILATOR SCHEDULE NO. FLOW FLOWRATE BACKDRAFT DAMPER MANUFACTURER MODEL ACCESSORIES EF -1 EXHAUST 410 SCFM YES ACME ENGINEERING FQ098 BACK GUARD LOUVER AND DAMPER SCHEDULE NO. FLOW FLOW RATE (SCFM) MANUFACTURER DAMPER, LOUVER DIMENSIONS ACCESSORIES* NOTES LA -1 INTAKE 410 POTTORFF CD42, EFD-445 16"X 16" MOUNTING SLEEVE, MOTORIZED ACTUATOR DAMPER TO OPEN ON EF -1 STARTUP LA -2 EXHAUST 410 POTTORFF CD42, EFD445 16" X 16" MOUNTING SLEEVE GRAVITY DAMPER * MOUNTING SLEEVES DEPTH SHOULD BE 18" MAX. N Z V, N Zg FE 400CIO w~aLU Z CSZ8wj& w 04,N 10, IM N W W ml wl D �I SCALE: SHOWN 0" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S01 11 21 c� o111V. Z o� Cl) Z 0-) 2 C] = to0 o� o J e a _ �© W M w Z N Z V, N Zg FE 400CIO w~aLU Z CSZ8wj& w 04,N 10, IM N W W ml wl D �I SCALE: SHOWN 0" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S01 11 21 c� Z o� Cl) Z 0-) 2 C] = to0 o J e a _ �© W M w Z M 0 Z 0 D 0 Ir>`s•' w N NCn � w —' w 00 Ce N G Q U ME W 3 W OU,IC N Z V, N Zg FE 400CIO w~aLU Z CSZ8wj& w 04,N 10, IM N W W ml wl D �I SCALE: SHOWN 0" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S01 11 21 Ul Z 1 Z 2 C? KIm '2 M Z M 0 D Ul ill C1 1 1 '77 oC m '� General Structural Notes r30 BASIS OF DESIGN i9" GENERAL DESIGN CRITERIA: ASCE 7-10 & IBC 2012 CONCRETE DESIGN: ACI 318-11 CMU DESIGN: ACI 530-11 GEOTECHNICAL PARAMETERS: 48" MINIMUM FROST DEPTH 18" MAXIMUM NET BEARING 2,000 PSF STATIC FOR FOOTINGS AT GRADE OTHER LOADING PARAMETERS: FOR STANnARn FNn HMKS RISK CATEGORY: 11 (NON-ESSENTIAL FACILITY) WIND DESIGN: 110 MPH BASIC WIND SPEED, EXPOSURE C ENCLOSURE CLASSIFICATION: ENCLOSED BUILDING PROCEDURE USED: SIMPLIFIED ENVELOPE PROCEDURE SNOW LOAD: 25 PSF, Is= 1.0 OTHER DESIGN VALUES USED: 79" CONCRETE: 4000 PSI WITH 60,000 PSI REINFORCING TIMBER: DFL #2 OR BETTER GLULAM: 24F -V4 DF/DF MINIMUM STRAIGHT DEVELOPMENT LENGTHS (ed+ TENSION BARS # 4 �%w 5" i9" #5 31" 24" #6 37" 29" #7 54" 42" #8 62" 48" #9 70" 54" #10 79" 61" MINIMUM EMBEDMENT LENGTHS (16) I11 FOR STANnARn FNn HMKS PL - PLATE FLOORS: 100 PSF CRITERIA ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2012 EDITION). SPECIAL INSPECTIONS, TESTS AND OBSERVATIONS SPECIAL INSPECTIONS AND TESTS SHALL INCLUDE THE FOLLOWING. REFER TO IBC SECTION 1704 AND 1707 FOR DETAILS. 1. SPECIAL INSPECTIONS BY THE GEOTECHNICAL ENGINEER INCLUDING: A. SITE EXCAVATION AND GRADING B. PLACEMENT OF STRUCTURAL FILL AND SOIL COMPACTION C. VERIFICATION OF SOIL -BEARING CAPACITY 2. CONCRETE PLACEMENT AT CONCRETE CONSTRUCTION: CONTINUOUS, SEE ALSO SECTION 1704.4. 3. REINFORCEMENT AT CONCRETE CONSTRUCTION: PERIODIC, SEE ALSO SECTION 1704.4. 4. WOOD -FRAMED LATERAL -FORCE RESISTING SYSTEM: PERIODIC, SEE ALSO SECTION 1707.3. 5. TESTING OF CONCRETE FOR SPECIFIED COMPRESSIVE STRENGTH (FC), AIR CONTENT AND SLUMP. SEE IBC TABLE 1704.4. 6. STRUCTURAL OBSERVATION IN ACCORDANCE WITH IBC 1709 SHALL BE PROVIDED. 7. VERIFICATION OF SPECIFIED COMPRESSIVE STRENGTH (FM) OF MASONRY PRIOR TO CONSTRUCTION AND EVERY 5,000 SQUARE FEET DURING CONSTRUCTION. SEE IBC TABLE 1708.1.4. GENERAL 1. LINES SHOWN ON DRAWINGS MAY BE ASSOCIATED WITH CAD MODELING AND MAY NOT REPRESENT REQUIRED OR ALLOWED JOINTS. SEE DETAILS FOR CLARIFICATION ON REQUIRED AND ALLOWED JOINTS. 2. NOT ALL PENETRATIONS MAY BE SHOWN ON PLANS, CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF STRUCTURE PENETRATIONS WITH MECHANICAL SHEETS, MFR AND ORIENTATION PLAN. 3. GROUNDWATER MAY BE ENCOUNTERED DURING CONSTRUCTION OF THE STRUCTURES. THE CONTRACTOR SHALL PROVIDE THE NECESSARY SHORING AND DEWATERING FOR THE CONSTRUCTION OF THE STRUCTURES. 4. PROVIDE 6" MINIMUM PVC WATERSTOPS AT BELOW GRADE AND WATER HOLDING CONSTRUCTION JOINTS TYP., UNLESS NOTED OTHERWISE. PROVIDE MIN 1" CLR BETWEEN REINFORCING AND WATERSTOPS. 5. ALL DIMENSIONS SHALL BE COORDINATED AND VERIFIED BY THE EQUIPMENT MANUFACTURER PRIOR TO ANY CONCRETE CONSTRUCTION. DIMENSIONS AND ELEVATIONS SHOWN MAY REQUIRE ADJUSTMENT FOR SPECIFIC EQUIPMENT USED. REINFORCED CONCRETE REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-99 AND 318-11. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH THE "REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE" - SEE THIS SHEET. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS PER DETAIL 306. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ...... 3" FORMED SURFACES EXPOSED TO EARTH (WALLS BELOW GRADE), WATER OR WEATHER (#6 BARS OR LARGER).. 2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS ..................................... 2" SLABS AND WALLS (DRY) ........................................... . .............1 1/2" ANCHORAGE CONCRETE ANCHORS USE HILTI HIT -RE 500 -SD CONCRETE ANCHORS AS SPECIFIED AND INSTALLED PER DETAIL 303 UNLESS OTHERWISE CALLED OUT ON PLANS. ABBREVIATIONS: AL - ALUMINUM EW - EACH WAY RB - ROUND BAR CHK - CHECKERED FB - FLAT BAR RST - REINFORCING STEEL CL - CENTERLINE HORZ - HORIZONTAL SST - STAINLESS STEEL CLR - CLEAR LLV - LONG LEG VERTICAL T&B - TOP AND BOTTOM EA - EACH O.C. - ON CENTER VERT - VERTICAL EF - EACH FACE PL - PLATE 17" BAR SIZE ALL BARS # 3 6" # 4 7" # 5 9" # 6 10" # 7 12" # 8 14" # 9 15" #10 17" MINIMUM LAP SPLICE LENGTHS (es i u TENSION BARS CLASS B BAR SIZE TOP BARS OTHER BARS # 3 25 19" # 4 33" 25" # 5 41" 31" # 6 49" 37" # 7 71 54" # 8 81" 62" # 9 9111 1"70" 7011 #10 103" 79" 1. SIDE COVER EQUAL TO OR GREATER THAN 2-1/2". 2. END COVER FOR 900 HOOKS MUST BE EQUAL TO OR GREATER THAN 2. -+- "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER IS LESS THAN 2x THE DIAMETER OF THE BAR OR THE CENTER -TO -CENTER SPACING IS LESS THAN (4) BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 43%. REINFORCEMENT SPLICE AND 301 n=vm nOuNNr i GNr:Tu crWrni ii r T� SEE DETAIL 403 FOR CMU ANCHORS CONCRETE ANCHORS SHALL BE HILTI HIT -RE 500 -SD ADHESIVE ANCHORS AS SPECIFIED. WHERE SIZE IS CALLED OUT ON THE DRAWINGS, PROVIDE MINIMUM EMBEDMENT DEPTHS AS SHOWN ON THE FOLLOWING TABLES. PROVIDE MINIMUM EDGE DISTANCES AND SPACING AS SHOWN ON THE FOLLOWING TABLES UNLESS SPECIFICALLY DETAILED OTHERWISE. INSTALL CONCRETE ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. NOTIFY OWNER 24 HOURS IN ADVANCE OF INSTALLATION OF ALL ANCHORS. WHERE SIZE IS NOT CALLED OUT, ANCHOR SHALL BE SELECTED BASED ON DESIGN LOADS. IF THE MINIMUM EDGE DISTANCE AND/OR MINIMUM SPACING CAN NOT BE ACHIEVED, REFER TO PRODUCT INFORMATION FOR REDUCTION IN ALLOWABLE LOADS. 316 STAINLESS STEEL THREADED ROD DIAMETER OF ROD (INCHES) 3/8 1/2 5/8 3/4 MINIMUM EMBEDMENT DEPTH (INCHES) 31/2 41/4 5 65/8 MINIMUM CONCRETE THICKNESS (INCHES) 5114 61/2 7112 10 MINIMUM EDGE DISTANCE (INCHES) 51/4 61/2 71/2 10 MINIMUM ANCHOR SPACING (INCHES) 7 81/2 10 131/4 ALLOWABLE TENSION LOAD CAPACITY (POUNDS) 31105 4,371 5,535 89274 ALLOWABLE SHEAR LOAD CAPACITY (POUNDS) 2,519 51440 7,195 10,757 GRADE 60 REBAR REBAR SIZE #5 #6 #7 #8 MINIMUM EMBEDMENT DEPTH (INCHES) 5 7 71/2 8 MINIMUM CONCRETE THICKNESS (INCHES) 71/2 101/2 111/4 12 MINIMUM EDGE DISTANCE (INCHES) 7112 101/2 111/4 12 MINIMUM ANCHOR SPACING (INCHES) 10 14 15 16 ALLOWABLE TENSION LOAD CAPACITY (POUNDS) 51535 81783 91968 11,201 ALLOWABLE SHEAR LOAD CAPACITY (POUNDS) 71195 11,418 12,959 14,562 CONCRETE ANCHOR 302 �1? NOTE: SEE MECHANICAL DRAWINGS FOR EQUIPMENT LOCATION AND DIMENSIONS. 3" MIN. BEYOND EQUIPMENT BOLTS, TYP. #4 DOWELS, EACH CORNER AND 18" O.C., 3" EMBEDMENT INTO FLOOR CAST -IN-PLACE CONCRETE FLOOR, REINF. PER PLAN (2)#5 MIN I (1) #5 EACH SIDE ( OPENING, FUI HEIGHT, TY 11k1rri ni ^^I/ uvi lv v`r%Irl INTERIOR FACE OF ALL CMU J BLOCKS TO BE SMOOTH FACE 4. of 'LJBOND BEAM #5 VERTICAL RST @ 24" O.C. MAX. FILL ALL REINFORCED CELLS WITH GROUT. DO NOT GROUT UNREINFORCED CELLS. CAST -IN-PLACE CONCRETE, ROUGHEN FLOOR UNDER PAD PRIOR TO POURING PAD. PROVIDE 44 W1.4xW1.4 WWM AT TOP FACE WITH 1%" CLEAR COVER EQUIPMENT PAD./SOR� lot = if -o" " CHAMFER, ALL OUTER EDGES 13.5" UNLESS OTHERWISE NOTED CONCRETE FLOOR COATING ON EXTERIOR. PROVIDE SMOOTH FACE BLOCKS WHERE LIGHTS AND EQUIPMENT ARE PROPOSED ON WALLS CMU WALL INSULATION. ALL WALL CMU BLOCK TO BE GROUTED SOLID AS SPECIFIED. • BOND BEAM WITH #5 CONTINUOUS, ~- LAP JOINTS 24" MINIMUM (TYPICAL) #5 DOWELS AT 24" O.C., TYPICAL, TO MATCH LOCATIONS OF VERTICALLY REINFORCED CELLS OF CMU WALL ABOVE. CONCRETE STEM WALL CMU WALL 401 NOT TO SCALES01 REVISED TO CONFORM TO CONSTRUCTION RECORDS RH2 ENGINEERING INC. iF DWE 5-3615 CMU WALL INTERSECTION I CORNER 40 ,. _ ,._on �01 Nr M 0 w Cn v N z0 ,N N zg W W 4� z� �t o z �;A W cV W N I pC14 xinN D Im J 0 oc Z 0 CMU ANCHORS SHALL BE HILTI HY-150 ADHESIVE ANCHORS FOR USE IN GROUTED CMU CELLS OR HILTI HIT-HY 20 HYBRID ADHESIVE ANCHORS FOR USE IN UNGROUTED CMU CELLS. WHERE SIZE IS CALLED OUT ON THE DRAWINGS, PROVIDE MINIMUM EMBEDMENT DEPTHS AS o SHOWN ON THE FOLLOWING TABLES. PROVIDE MINIMUM EDGE DISTANCES AND SPACING AS (t,.A SHOWN ON THE FOLLOWING TABLES UNLESS SPECIFICALLY DETAILED OTHERWISE. ,� ♦ INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. W W NOTIFY OWNER 24 HOURS IN ADVANCE OF INSTALLATION OF ALL ANCHORS. WHERE SIZE IS NOT CALLED OUT, ANCHOR SHALL BE SELECTED BASED ON DESIGN LOADSJF THE MINIMUM EDGE DISTANCE AND/OR MINIMUM SPACING CAN NOT BE ACHIEVED, REFER TO ' o M PRODUCT INFORMATION FOR REDUCTION IN ALLOWABLE LOADS. 2 HILTI HY-150 - 316 STAINLESS STEEL THREADED ROD DIAMETER OF ROD (INCHES) 3/8 1/2 5/8 MINIMUM EMBEDMENT DEPTH (INCHES) 3112 41/4 5 MINIMUM CONCRETE THICKNESS (INCHES) 51/4 63/8 71/2 0 MINIMUM EDGE DISTANCE (INCHES) 51/4 61/2 71/2 0 0 MINIMUM ANCHOR SPACING (INCHES) 7 81/2 10 o Z F_ALLOWABLE TENSION LOAD CAPACITY (POUNDS) 21540 31690 41920 O Q ALLOWABLE SHEAR LOAD CAPACITY (POUNDS) 1,875 31335 59060 Q > z W HILTI HY 20 - STAINLESS STEEL THREADED ROD DIAMETER OF ROD (INCHES) 1/4" 5/16" 3/8" 1/2" N N Q MINIMUM EDGE DISTANCE (INCHES) 12" 12" 12" 12" r 7 S MINIMUM ANCHOR SPACING (INCHES) (1) ANCHOR PER BLOCK CELL W a ALLOWABLE TENSION LOAD CAPACITY (POUNDS) 255 370 525 525 o ALLOWABLE SHEAR LOAD CAPACITY (POUNDS) 340 505 790 1,230 w ti 4 FORCES ARE DETERMINED BY THE FOLLOWING FORMULA: (Ps / Pt ( + Vs / Vt= 1 WHERE: P s = Applied Service Tension Load w z ) ) -W Pt _Allowable Service Tension Load ALLOWABLE LOADS FOR ANCHORS V s = Applied Service Shear Load SCALE: SHOWN SUBJECTED TO COMBINED SHEAR AND V t = Allowable Service Shear Load iiiW!!!%iiii TENSION 00 in 2" DRAWING IS FULL SCALE WHEN 10 BAR MEASURES T CMU ANCHOR 404 DWG NO.: SH .. TYP I -S02 12 JP21 •I Z n C C IC � w Cf) 0 y y CD CD oCD z r W zN y z C o 9 �- m z t m m __ .. 0 D n C C IC � w Cf) 0 y y CD CD oCD z r W zN y 9 �- M t M5 __ .. EXTEND GEOGRID �.�--- --'`" ._--- ' ~ 35' KEYSTONE WALL ____ 17' KEYSTONE WALL-___ '� 18" (TYP} - / / OFFSET FACE OF WALL 2 SEE WALL DETAILS BELOW (TYP) ,- STRETCH GEOGRID UP AND OVER FIBER �.- EAST OF WEST FACE OF CONTROL BUILDING OPTIC DUCT BANK MINIMUM 6" ABOVE _._- CONTROL BUILDING (TYP) CONDUITS AS REQUIRED (TYP) ROOF LINE FIBER OPTIC DUCT BANK �- DO NOT DISTURB---�-�' ,;. � b GRAVEL BACKFILL FOR WALLS 6 MIN. FROM BACK FACE OF WALL N: 181654.91 � ¢ ., . � . � �� . r . ,_ --_ _..._ .. , _ , ... , . ,/ ____._ _ _. .: ___��___ .__._......._._ ...-.--r E. 1298199.49 F - 3 OF FILL REQUIRED ------------ ------ ----.:.w. _ �. -- - ---.,.. N: 181717.39 BETWEEN OVERLAPPING ....... ..... :.... GEOGRID(TYP)w.. _ _ E: 1298204.41 ---- -___OHP pHP �..,o _ �-�---------�..,�------ _,�-------'""r _ '.�' OHP p p ---vr�r �i-�-�v�'�1 (`Y•IG- (�p ---- - - .e�__. ___._.__-_.-__ ______. I-! ___._._____._._.�._,___(�HP_______.__..._____.-.__.._______.�_ ._�_ _�HP..._...�___.�_._._«.__._..�..._____�. `~ , —OHP OHP KEYSTONE WALL _ r 41-811 KEYSTONE WALL PROPOSED BACKUP \` �. / — ```--..,. PROPOSED VALVE VAULT; GENERATOR PAD; PROPOSED CONTROL BUILDING; , MECHANICALPIPING CONTINUES UP HILL, SEE CIVIL, MECHANICAL, �- SEE CIVIL, MECHANICAL, SEE CIVIL, ELECTRICAL PLANS NOT SHOWN FOR CLARITY ELECTRICAL PLANS ELECTRICAL PLANS `-- -- - - ---- — PROPOSED WET WELL; SEE CIVIL, MECHANICAL, ` —w— _—w—_--w----w----w---- __w----w----w----w-----w— _._`.� /" ELECTRICAL PLANS d d d d--- ddw__� '111r RETAINING WALL NOTES 1. PRIOR TO SETTING ANY BLOCKS OR PLACING ANY ROCK FOR THE WALL FOUNDATION, THE CONTRACTOR SHALL DIG ONE TEST PIT IN EACH THIRD OF THE WALL LENGTH FOR INSPECTION BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO THE ENGINEER PRIOR TO THE DESIRED INSPECTION TIME. THE GEOTECHNICAL ENGINEER WILL PROVIDE INSTRUCTIONS FOR IDENTIFYING POOR MATERIAL THAT MUST BE OVER -EXCAVATED. 2. BLOCK UNITS SHALL BE KEYSTONE COMPAC UNITS OR APPROVED EQUAL. 3. SHEAR CONNECTORS SHALL BE 1/2 -INCH DIAMETER THERMOSET ISOPTHALIC POLYESTER RESIN-PULTRUDED FIBERGLASS REINFORCEMENT RODS OR EQUIVALENT TO PROVIDE CONNECTION BETWEEN VERTICALLY AND HORIZONTALLY ADJACENT UNITS WITH THE FOLLOWING REQUIREMENTS: A. FLEXURAL STRENGTH IN ACCORDANCE WITH ASTM D4476:128,000 PSI MIN. B. SHORT BEAM SHEAR IN ACCORDANCE WITH ASTM D4475:6,400 PSI MIN. SHEAR CONNECTORS SHALL BE CAPABLE OF HOLDING THE GEOGRID IN THE PROPER DESIGN POSITION DURING GRID PRE -TENSIONING AND BACKFILLING. 4. CONSTRUCTION EXCAVATION AND WALL PLACEMENT SHALL BE COMPLETED TO MAINTAIN SLOPE STABILITY PARTICULARLY DURING PRECIPITATION EVENTS. CONSTRUCTION SLOPE STABILITY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5. NATIVE SUBGRADE SHALL BE COMPACTED TO FIRM AND UNYIELDING CONDITION AND SHALL BE PROOF ROLLED BY A BACKHOE OR AN EXCAVATOR -MOUNTED PLATE COMPACTOR (OR APPROVED EQUAL) IN PRESENCE OF THE ENGINEER PRIOR TO PLACING LEVELING PAD ROCK (TYP) 6. LOCATIONS WHERE THE BOTTOM OF THE WALL EXPOSES EXISTING LOOSE/SOFT ORGANIC -RICH ALLUVIUM, AND WHERE THE BOTTOM OF THE WALL IS WITHIN 2 FEET OF THIS MATERIAL, A 2 -FOOT OVER -EXCAVATION AND REPLACEMENT WITH PERMEABLE BALLAST (WSDOT STD. SPEC. 9-03.9(2)) IS REQUIRED. A SHALLOWER PAD (MIN. THICKNESS 6") MAY BE USED WITH THE ENGINEER'S APPROVAL. OVER -EXCAVATION BELOW THE BOTTOM OF THE 6 LEVELING PAD SHALL BE PAID UNDER BID ITEM "REMOVAL AND REPLACEMENT OF UNSUITABLE FOUNDATION MATERIAL." A CRUSHED SURFACING BASE COURSE (CSBC, WSDOT STD. SPEC. 9-03.9(3)) LEVELING PAD MAY REPLACE THE TOP 3 INCHES OF PERMEABLE BALLAST IN OVER -EXCAVATION AREAS IF DESIRED. 7. ALL NATIVE AND IMPORTED FILL MATERIAL SHALL BE COMPACTED TO FIRM AND UNYIELDING CONDITION. FOUNDATION SOILS AND ROCK SHALL BE COMPACTED TO 95% MODIFIED PROCTOR. COMPACTABLE NATIVE MATERIAL MAY BE USED FOR WALL BACKFILL WITH ENGINEER'S APPROVAL. 8. SURFACE TREATMENTS IN DISTURBED AREAS TO BE FURNISHED PER CIVIL PLANS. REVISED TO CONFORM TO CONSTRUCTION RECORDS RN2 ENGINEERING INC. BLOCK ELEVATION 12" + :0 18" BLOCK PLAN KEYSTONE COMPAC UNIT OR APPROVED EQUAL 4" CAP ELEVATION 10 1/2" f 18 to __wd CAP PLAN KEYSTONE UNIVERSAL CAP UNIT OR APPROVED EQUAL KEYSTONE WALL PLAN 3/8» _ it—on TWO 4" CAP UNITS OR r- 4" CAP UNIT NOTE: SECURE ALL CAP UNITS WITH KEYSTONE KAPSEAL OR APPROVED EQUAL. TOP OF WALL STEPS. NTS NOTE: GEOGRID IS TO BE PLACED ON LEVEL BACKFILL AND EXTENDED OVER THE FIBERGLASS PINS. PLACE NEXT UNIT. PULL GRID TAUGHT AND BACKFILL. STAKE AS REQUIRED. FIBE��Ln�� MATERIAL NOTES IDENTIFIER MATERIAL WSDOT STD. SPEC. - MATERIAL WSDOT STD. SPEC. - COMPACTION 1Q CRUSHED SURFACING BASE COURSE 9-03.9(3) 2-03.3(14)C Q2 GRAVEL BORROW FOR GEOSYNTHETIC RETAINING WALL 9-03.14(4) 2-03.3(14)C U3 COMMON BORROW OR NATIVE (ENGINEER'S APPROVAL REQ'D) 9-03.14(3) 2-03.3(14)C 4Q TENCATE MIRAFI MIRAGRID 3XT OR APPROVED EQUAL - - 5Q GEOTEXTILE FILTER FABRIC 9-33.2(1) TABLE 2 - CL. A Q6 PERMEABLE BALLAST 9-03.9(2) 2-03.3(14)C Q7 GRAVEL BACKFILL FOR WALLS j 9-03.12(2) j - CONTRACTOR RESPONSIBLE FOR CONSTRUCTION SLOPE STABILITY 4" CPE PERFORATED PIPE, ROUTE TO STORM DRAIN (TYP) � ftl * ' • �' �" + •" "" • Ar � ,� it +r► ♦ ` �' "�► ,r" � *'ter♦�•• _. ,, +► �• • +► �t MATCH EXISTING SLOPE, SURFACE TREATMENT PER CIVIL PLANS fCAP UNIT BLOCK UNIT 1/8"- 1/411 g• �I PROVIDE 1.5' MINIMUM COVER FOR BOTTOM OF WALL (NP) 26.75'Q� KEYSTONE WALL BLOCK DETAILS GEOGRID CONNECTION DETAIL TYPICAL MSE KEYSTONE BLOCK WALL SECTION N7S NTS 5-3615 I I ql► 0 a cn Ci c� 0 L0 L0 N N 31 � a o cnl � o W cv M d C. U N Z V N K �g W W �. Z Z U -� W CW -4, 04 iX c4 N am J J Q W Z O cl) >mw Y D T O 10 �o 'c cn i• {m i 'Z m cn 0 D r.J 'm 0 '•�zi z �O C i a CD Z z m m m cn 0 L D D T O 10 �o 'c cn i• {m i 'Z m cn 0 D r.J a y 0 CD y ICD CD a CD Z � r y W zN D T y a SCALE: SHOWN 0' 1" 7 DRAWING IS FULL SCALE WHEN 9AFt MEASURES 2" DK NO.: S S03 13 21 0 a W � D T 0 L i0 Icn z SCALE: SHOWN 0' 1" 7 DRAWING IS FULL SCALE WHEN 9AFt MEASURES 2" DK NO.: S S03 13 21 OO D D 0 �Oa 13C DEn A 0 • pp 10 9 pp a r � ro b r �;a ro N C 0 0 N Z O s ao 05 w w Q� �Eo Z8je N I cNv o� �00� Z ui ui J w� J Q V V uj J ui 0 �j 4 o m M r.. z a 0 U W J W 0 0 c _ ►=� a W WJ C) t`,1, N N LZj � � � �Ins, 00 �o 4 U � W o U4, ¢ Z SCALE: SHOWN V (" C DRAWING IS FULL SCALE WHEN _ BAR MEASURES 2" DWG NO.: SH NO.: EO 1 14 21 ONE -UNE DIAGRAM SYMBOLS PANELBOARDS, SWITCHES, AND EQUIPMENT L 0 IGHTING F/XTURES/DEVICES ABBREVIATIONS LADDER LOGIC SYMBOL LEGENDco CIRCUIT BREAKER SPDT -SINGLE POLE, DOUBLE THROW INDICATOR LIGHT RELAY XXX/YY - CB SIZE & NO. OF POLES SERVICE ENTRANCE, INDICATOR LIGHT FLUORESCENT FIXTURE SPST -SINGLE POLE, SINGLE THROW RELAY SWITCHGEAR, MOTOR CONTROL \� A -AMBER G -GREEN �'z ET -ELECTRONIC TRIP DPST -DOUBLE POLE, SINGLE THROW TR -Timed relay TM -THERMAL MAGNETIC BREAKER CENTER, OR PANELBOARD X23 WP -WEATHER-PROOF B -BLUE R -RED CR -Control relay MCP -MOTOR CIRCUIT PROTECTOR SURFACE MOUNTED WALL/CEILING MOUNTED FIXTURE GFI -GROUND FAULT INTERRUPT C -CLEAR W -WHITE SE -SERVICE ENTRANCE PANELBOARD P -POWER GFI -GROUND FAULT INTERRUPTER C -CONTROL LIMIT SWITCH FLOAT SWITCH —�— FUSE J -INSTRUMENTATION Oma_ O LIMIT SWITCH, NORMALLY OPEN Era 0� FLOAT SWITCH, NORMALLY OPEN FLUSHED MOUNTED EMERGENCY LIGHT WITH SELF PC -POWER &CONTROL �7 FUSED DISCONNECT SWITCH PANELBOARD 00] CONTAINED BATTERY CJ -CONTROL &INSTRUMENTATION --��-- PLUG-IN CONNECTION CKT. -CIRCUIT LIMIT SWITCH FLOAT SWITCH NXX FIELD CONTROL STATION WITH NEMA SURFACE OR PENDANT MOUNTED C.O. -CONDUIT ONLY pQ---� LIMIT SWITCH, NORMALLY CLOSED FLOAT SWITCH, RTM RUN TIME METER � REQUIREMENTS. O FIXTURE N.L. -NIGHT LOC IGHT J, NORMALLY CLOSED OC MOTOR OPERATION COUNTER N1 -NEMA 1 O RECESSED FIXTURE AL. -ALUMINUM <� N3R -NEMA 3R CU. -COPPER TIME DELAY CONTACT PUSHBUTTON SSRVS N4 -NEMA 4 TIME DELAY CONTACT, NORMALLY PUSHBUTTON, MD MOTION DETECTOR HOA HAND -OFF -AUTO SWITCH � o OPEN, TIME TO CLOSE NORMALLY CLOSED N4SS -NEMA 4 STAINLESS STEEL SSRVS -SOLID STATE ETM RUN TIME METER N4F -NEMA 4 FIBERGLASS REDUCED VOLTAGE PC PHOTO CONTROL CELL OPERATION COUNTER N6 -NEMA 6 TIME DELAY CONTACT PUSHBUTTON STARTER N12 -NEMA 12 GASKETED MRIL MOTOR RUN INDICATION LIGHT TIME DELAY CONTACT, NORMALLY � � PUSHBUTTON, NORMALLY OPEN .�, SWITCH OUTLETS IL SEAL FAIL INDICATION LIGHT VARIABLE FREQUENCY DRIVE S SFTR SEAL FAIL TRIP RESET CLOSED, TIME TO OPEN O O EQUIPMENT MOUNTING STAND OO STANDARD SWITCH, 120VAC, 20 AMP OTIL OVER TEMPERATURE INDICATION LIGHT MOIL MOTOR OVERLOAD INDICATION LIGHT THERMOSTAT MOTOR STARTER S 3 -WAY SWITCH, 120VAC, 20 AMP TIME DELAY CONTACT THERMOSTAT SWITCH, (T3WAY TIME DELAY CONTACT, NORMALLYD NORMALLY OPEN ABTHEATER, WATTAGE NOTED 3 3 -POSITION SWITCH 120VAC 20 INDICATE � PE BY INSTRUMENT METER OPEN, TIME TO OPEN MOTOR STARTER W/ OPERATOR C D DEVICES HOA OHOA AMP, LABEL SWITCH POSITION A -AMMETER VAR - VARMETER TIME DELAY CONTACT THERMOSTAT A -HAND-OFF-AUTO � EQUIPMENT CONNECTION HAND -OFF -MOTION OR PHOTO —OV — AH -AMPERE-HOUR VARH - VARHOUR METER TIME DELAY CONTACT, NORMALLY THERMOSTAT SWITCH, B -OPERATIONAL COUNTER PF -POWER FACTOR W -WATTMETER CLOSED, TIME TO CLOSE � NORMALLY CLOSED C -RUN TIME METER S SINGLE -POLE S PILOT -LIGHTED M SINGLE PHASE MOTOR. DEE P V -VOLTMETER WH - WATTHOUR METER D -RUN LIGHT HORSEPOWER AS NOTED S DOUBLE -POLE S KEY -OPERATED AM VA -VOLT AMMETER RELAY CONTACT, NC FLOWSWITCH E -FAIL LIGHT 2 K -�- RELAY CONTACT, INSTANTANEOUS RACEWAY LEGEND �O FLOWSWITCH, NORMALLY OPEN F -EMERGENCY STOP S THREE WAY S LOW VOLTAGE CHANGE THREE PHASE MOTOR. 3 LV RELAY CONTACT, NO O KIRK KEY INTERLOCK 100 HORSEPOWER AS S FOUR WAY S MASTER 5�� 'LfiN �0 f��PJD POWER TRANSFORMER NOTED 4 M P PROPOSED POWER � M� S DIMMER F�] PUSHBUTTON PRESSURE SWITCH Hp SINGLE PHASE MOTOR. D TEL PROPOSED TELEPHONE FLOWSWITCH M CONTROL POWER TRANSFORMER HORSEPOWER AS nnnnnnnnnn 044 0 FLOWSWITCH, FIRE SYSTEM SYMBOLS PRESSURE SWITCH, NORMALLY OPEN � NORMALLY CLOSED CIE ELECTRICAL PLUG OH HEAT DETECTOR ��"" PROPOSED INSTRUMENTATION TRANSFORMER S SMOKE DETECTOR F0 PROPOSED FIBER OPTICS DISCONNECT SWITCH r 4��l��rEl Y PRESSURE SWITCH 0 PRESSURE SWITCH, 2 POLE SWITCH CURRENT TRANSFORMER D FIRE ALARM DISPATCH STROBE ALARM EXPOSED RACEWAY � NORMALLY CLOSED � FUSED DISCONNECT SWITCH �q FIRE ALARM AUDIBLENISUAL ALARM CONCEALED, UNDERGROUND, EMBEDDED, VOLTAGE TRANSFORMER OR CONCRETE ENCASED RACEWAY �� COMBINATION MOTOR F❑ FIRE ALARM MANUAL PULL STATION = �Z� T CONTACTOR STARTER AND DISCONNECT ADDITIONAL SYMBOLS HOME RUN TO PANELBOARD ORAS SWITCH INDICATED � CAPACITOR OS SOUND SYSTEM SPEAKER C CONDUIT RUN, BROKEN AND CONTINUED n II I CC 0 KD uj n 3 POLE SWITCH '►` � SAME SHEET OR AS NOTED T SOUND SYSTEM VOLUME CONTROL ENGINE GENERATOR FLEXIBLE CONDUIT GENERATOR CONNECTION � DOORBELL CONDUIT RUN. HATCH MARKS INDICATE RECEPTACLE VALVE SYMBOLS NUMBER OF CONDUCTORS SOLID NEUTRAL RECEPTACLES AND JUNCTION �X SYMBOLS � PILOT VALVE SOLENOID CALLOUT INDICATING CONDUIT SIZE, N XZ" GRC, 2-�12 NUMBER AND SIZE OF WIRE. CEILING JUNCTION BOX TB TERMINAL BLOCK CALLOUT INDICATING CONDUIT PER WALL JUNCTION BOX I I I VALVE XXX SCHEDULE GENERAL NOTES SURGE PROTECTION DEVICE Fil FLOOR JUNCTION BOX CONDUIT BENT UP OR TOWARD 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE WILL APPEAR IN THIS SET OF PLANS. SPD SURGE PROTECTION DEVICE I� DUPLEX WALL RECEPTACLE ,120V 1"I CHECK VALVE J CONDUIT BENT DOWN OR AWAY 0 0 (ALTERNATIVE) WP =WEATHERPROOF 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL G =GROUNDED EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE IG =ISOLATED GROUND 7 CAPPED CONDUIT INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE GROUNDING SYSTEM SYMBOLS CONTROL VALVE 1 GF =GROUND FAULT INTERRUPTER SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST GROUND ELECTRICAL &SIGNAL PLAN DEVICES EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT I� DOUBLE DUPLEX ELECTRICAL SITE PLAN SYMBOLS THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. s SOLENOID VALVE COIL ZS INTRUSION SWITCH METAL PIPE AROUND UTILITY POLE AND GUY WIRE I� SINGLE RECEPTACLE, 120V 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE CONNECTION POINT, EXOTHERMIC M� MOTORIZED VALVE COIL M� MOTION DETECTOR DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF � WELD. CADWELD OR APPROVED � SINGLE RECEPTACLE, 208V � HH MANHOLE OR HANDHOLE INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES EQUAL. � DUPLEX FLOOR RECEPTACLE, 120V �P BURIED POWER VAULT OR MANHOLE O MOTOR �T LEVEL TRANSDUCER WHICH HAVE NOT BEEN FAVORABLY REVIEWED BY THE ENGINEER. O GROUND ROD SIZED PER N.E.C. SPECIAL PURPOSE WALL T TELEPHONE VAULT OR PEDESTAL FS FLOOD SWITCH HE HEATING ELEMENT USE EXOTHERMIC WELD � RECEPTACLE, RATING AS NOTED CONNECTION AT THE AROUND ROD. �F FIBER OPTICS VAULT OR PEDESTAL �S LIMIT SWITCH PS PRESSURE SWITCH CLOCK PIGTAIL, BARE COPPER, LENGTH AS PB PANIC BUTTON PE PRESSURE ELEMENT REQUIRED, 8' MINIMUM. o-� LUMINAIRE FTV1 TELEVISION REVISED TO CONFORM .�— CONNECTION POINT, MECHANICAL, ' TELEPHONE 1111--1 PAD -MOUNT TRANSFORMER O THERMOSTAT SWITCH FE FLOW ELEMENT TO CONSTRUCTION RECORDS COMPRESSION TYPE. TELEPHONE/DATA WITH CABLE ROAD ZS EY INTRUSION SWITCH -KEY AE ANALYSIS ELEMENT �� RH ENGINEERI G NC. T 0� o• om z '= C 130 rb yl IM 0m n- u� z cn M M 1 r :J m zN D 0 C pp a r � ro b r �;a ro N C 0 0 N Z O s ao 05 w w Q� �Eo Z8je N I cNv o� �00� Z ui ui J w� J Q V V uj J ui 0 �j 4 o m M r.. z a 0 U W J W 0 0 c _ ►=� a W WJ C) t`,1, N N LZj � � � �Ins, 00 �o 4 U � W o U4, ¢ Z SCALE: SHOWN V (" C DRAWING IS FULL SCALE WHEN _ BAR MEASURES 2" DWG NO.: SH NO.: EO 1 14 21 ONE -UNE DIAGRAM SYMBOLS PANELBOARDS, SWITCHES, AND EQUIPMENT L 0 IGHTING F/XTURES/DEVICES ABBREVIATIONS LADDER LOGIC SYMBOL LEGENDco CIRCUIT BREAKER SPDT -SINGLE POLE, DOUBLE THROW INDICATOR LIGHT RELAY XXX/YY - CB SIZE & NO. OF POLES SERVICE ENTRANCE, INDICATOR LIGHT FLUORESCENT FIXTURE SPST -SINGLE POLE, SINGLE THROW RELAY SWITCHGEAR, MOTOR CONTROL \� A -AMBER G -GREEN �'z ET -ELECTRONIC TRIP DPST -DOUBLE POLE, SINGLE THROW TR -Timed relay TM -THERMAL MAGNETIC BREAKER CENTER, OR PANELBOARD X23 WP -WEATHER-PROOF B -BLUE R -RED CR -Control relay MCP -MOTOR CIRCUIT PROTECTOR SURFACE MOUNTED WALL/CEILING MOUNTED FIXTURE GFI -GROUND FAULT INTERRUPT C -CLEAR W -WHITE SE -SERVICE ENTRANCE PANELBOARD P -POWER GFI -GROUND FAULT INTERRUPTER C -CONTROL LIMIT SWITCH FLOAT SWITCH —�— FUSE J -INSTRUMENTATION Oma_ O LIMIT SWITCH, NORMALLY OPEN Era 0� FLOAT SWITCH, NORMALLY OPEN FLUSHED MOUNTED EMERGENCY LIGHT WITH SELF PC -POWER &CONTROL �7 FUSED DISCONNECT SWITCH PANELBOARD 00] CONTAINED BATTERY CJ -CONTROL &INSTRUMENTATION --��-- PLUG-IN CONNECTION CKT. -CIRCUIT LIMIT SWITCH FLOAT SWITCH NXX FIELD CONTROL STATION WITH NEMA SURFACE OR PENDANT MOUNTED C.O. -CONDUIT ONLY pQ---� LIMIT SWITCH, NORMALLY CLOSED FLOAT SWITCH, RTM RUN TIME METER � REQUIREMENTS. O FIXTURE N.L. -NIGHT LOC IGHT J, NORMALLY CLOSED OC MOTOR OPERATION COUNTER N1 -NEMA 1 O RECESSED FIXTURE AL. -ALUMINUM <� N3R -NEMA 3R CU. -COPPER TIME DELAY CONTACT PUSHBUTTON SSRVS N4 -NEMA 4 TIME DELAY CONTACT, NORMALLY PUSHBUTTON, MD MOTION DETECTOR HOA HAND -OFF -AUTO SWITCH � o OPEN, TIME TO CLOSE NORMALLY CLOSED N4SS -NEMA 4 STAINLESS STEEL SSRVS -SOLID STATE ETM RUN TIME METER N4F -NEMA 4 FIBERGLASS REDUCED VOLTAGE PC PHOTO CONTROL CELL OPERATION COUNTER N6 -NEMA 6 TIME DELAY CONTACT PUSHBUTTON STARTER N12 -NEMA 12 GASKETED MRIL MOTOR RUN INDICATION LIGHT TIME DELAY CONTACT, NORMALLY � � PUSHBUTTON, NORMALLY OPEN .�, SWITCH OUTLETS IL SEAL FAIL INDICATION LIGHT VARIABLE FREQUENCY DRIVE S SFTR SEAL FAIL TRIP RESET CLOSED, TIME TO OPEN O O EQUIPMENT MOUNTING STAND OO STANDARD SWITCH, 120VAC, 20 AMP OTIL OVER TEMPERATURE INDICATION LIGHT MOIL MOTOR OVERLOAD INDICATION LIGHT THERMOSTAT MOTOR STARTER S 3 -WAY SWITCH, 120VAC, 20 AMP TIME DELAY CONTACT THERMOSTAT SWITCH, (T3WAY TIME DELAY CONTACT, NORMALLYD NORMALLY OPEN ABTHEATER, WATTAGE NOTED 3 3 -POSITION SWITCH 120VAC 20 INDICATE � PE BY INSTRUMENT METER OPEN, TIME TO OPEN MOTOR STARTER W/ OPERATOR C D DEVICES HOA OHOA AMP, LABEL SWITCH POSITION A -AMMETER VAR - VARMETER TIME DELAY CONTACT THERMOSTAT A -HAND-OFF-AUTO � EQUIPMENT CONNECTION HAND -OFF -MOTION OR PHOTO —OV — AH -AMPERE-HOUR VARH - VARHOUR METER TIME DELAY CONTACT, NORMALLY THERMOSTAT SWITCH, B -OPERATIONAL COUNTER PF -POWER FACTOR W -WATTMETER CLOSED, TIME TO CLOSE � NORMALLY CLOSED C -RUN TIME METER S SINGLE -POLE S PILOT -LIGHTED M SINGLE PHASE MOTOR. DEE P V -VOLTMETER WH - WATTHOUR METER D -RUN LIGHT HORSEPOWER AS NOTED S DOUBLE -POLE S KEY -OPERATED AM VA -VOLT AMMETER RELAY CONTACT, NC FLOWSWITCH E -FAIL LIGHT 2 K -�- RELAY CONTACT, INSTANTANEOUS RACEWAY LEGEND �O FLOWSWITCH, NORMALLY OPEN F -EMERGENCY STOP S THREE WAY S LOW VOLTAGE CHANGE THREE PHASE MOTOR. 3 LV RELAY CONTACT, NO O KIRK KEY INTERLOCK 100 HORSEPOWER AS S FOUR WAY S MASTER 5�� 'LfiN �0 f��PJD POWER TRANSFORMER NOTED 4 M P PROPOSED POWER � M� S DIMMER F�] PUSHBUTTON PRESSURE SWITCH Hp SINGLE PHASE MOTOR. D TEL PROPOSED TELEPHONE FLOWSWITCH M CONTROL POWER TRANSFORMER HORSEPOWER AS nnnnnnnnnn 044 0 FLOWSWITCH, FIRE SYSTEM SYMBOLS PRESSURE SWITCH, NORMALLY OPEN � NORMALLY CLOSED CIE ELECTRICAL PLUG OH HEAT DETECTOR ��"" PROPOSED INSTRUMENTATION TRANSFORMER S SMOKE DETECTOR F0 PROPOSED FIBER OPTICS DISCONNECT SWITCH r 4��l��rEl Y PRESSURE SWITCH 0 PRESSURE SWITCH, 2 POLE SWITCH CURRENT TRANSFORMER D FIRE ALARM DISPATCH STROBE ALARM EXPOSED RACEWAY � NORMALLY CLOSED � FUSED DISCONNECT SWITCH �q FIRE ALARM AUDIBLENISUAL ALARM CONCEALED, UNDERGROUND, EMBEDDED, VOLTAGE TRANSFORMER OR CONCRETE ENCASED RACEWAY �� COMBINATION MOTOR F❑ FIRE ALARM MANUAL PULL STATION = �Z� T CONTACTOR STARTER AND DISCONNECT ADDITIONAL SYMBOLS HOME RUN TO PANELBOARD ORAS SWITCH INDICATED � CAPACITOR OS SOUND SYSTEM SPEAKER C CONDUIT RUN, BROKEN AND CONTINUED n II I CC 0 KD uj n 3 POLE SWITCH '►` � SAME SHEET OR AS NOTED T SOUND SYSTEM VOLUME CONTROL ENGINE GENERATOR FLEXIBLE CONDUIT GENERATOR CONNECTION � DOORBELL CONDUIT RUN. HATCH MARKS INDICATE RECEPTACLE VALVE SYMBOLS NUMBER OF CONDUCTORS SOLID NEUTRAL RECEPTACLES AND JUNCTION �X SYMBOLS � PILOT VALVE SOLENOID CALLOUT INDICATING CONDUIT SIZE, N XZ" GRC, 2-�12 NUMBER AND SIZE OF WIRE. CEILING JUNCTION BOX TB TERMINAL BLOCK CALLOUT INDICATING CONDUIT PER WALL JUNCTION BOX I I I VALVE XXX SCHEDULE GENERAL NOTES SURGE PROTECTION DEVICE Fil FLOOR JUNCTION BOX CONDUIT BENT UP OR TOWARD 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE WILL APPEAR IN THIS SET OF PLANS. SPD SURGE PROTECTION DEVICE I� DUPLEX WALL RECEPTACLE ,120V 1"I CHECK VALVE J CONDUIT BENT DOWN OR AWAY 0 0 (ALTERNATIVE) WP =WEATHERPROOF 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL G =GROUNDED EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE IG =ISOLATED GROUND 7 CAPPED CONDUIT INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE GROUNDING SYSTEM SYMBOLS CONTROL VALVE 1 GF =GROUND FAULT INTERRUPTER SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST GROUND ELECTRICAL &SIGNAL PLAN DEVICES EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT I� DOUBLE DUPLEX ELECTRICAL SITE PLAN SYMBOLS THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. s SOLENOID VALVE COIL ZS INTRUSION SWITCH METAL PIPE AROUND UTILITY POLE AND GUY WIRE I� SINGLE RECEPTACLE, 120V 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE CONNECTION POINT, EXOTHERMIC M� MOTORIZED VALVE COIL M� MOTION DETECTOR DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF � WELD. CADWELD OR APPROVED � SINGLE RECEPTACLE, 208V � HH MANHOLE OR HANDHOLE INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES EQUAL. � DUPLEX FLOOR RECEPTACLE, 120V �P BURIED POWER VAULT OR MANHOLE O MOTOR �T LEVEL TRANSDUCER WHICH HAVE NOT BEEN FAVORABLY REVIEWED BY THE ENGINEER. O GROUND ROD SIZED PER N.E.C. SPECIAL PURPOSE WALL T TELEPHONE VAULT OR PEDESTAL FS FLOOD SWITCH HE HEATING ELEMENT USE EXOTHERMIC WELD � RECEPTACLE, RATING AS NOTED CONNECTION AT THE AROUND ROD. �F FIBER OPTICS VAULT OR PEDESTAL �S LIMIT SWITCH PS PRESSURE SWITCH CLOCK PIGTAIL, BARE COPPER, LENGTH AS PB PANIC BUTTON PE PRESSURE ELEMENT REQUIRED, 8' MINIMUM. o-� LUMINAIRE FTV1 TELEVISION REVISED TO CONFORM .�— CONNECTION POINT, MECHANICAL, ' TELEPHONE 1111--1 PAD -MOUNT TRANSFORMER O THERMOSTAT SWITCH FE FLOW ELEMENT TO CONSTRUCTION RECORDS COMPRESSION TYPE. TELEPHONE/DATA WITH CABLE ROAD ZS EY INTRUSION SWITCH -KEY AE ANALYSIS ELEMENT �� RH ENGINEERI G NC. T 0� o• om z '= C 130 rb yl IM 0m n- u� z cn M M 1 r :J m zN D 0 C 1 r :J m zN D 0 C D 0 C LIGHTING FIXTURE SCHEDULE ITEM DESCRIPTION MANUFACTURER * LAMP TYPE DESCRIPTION NAME CATALOG NO. QTY.CATALOG NO. Al FLUORESCENT, LIGHT FIXTURE, 120 VAC, 4'-2" LONG, HIGH -IMPACT ACRYLIC LENS, MOLDED SQUARE D ENCLOSURE OR EQUAL UTILITY METER 32WTB (3) - #39 (1) - #3 N, (1) - #8 GRD FIBERGLASS REINFORCED POLYESTER HOUSING, (2)-32W LAMPS, ENERGY SAVING BALLAST, LITHONIA DM 2 32 ARDP 120 2 32 WATT P4 MOUNT TO CEILING U.L. LISTED FOR DAMP LOCATIONS MANUAL TRANSFER SWITCH, "MTS" 11/2" C� GENERATOR RECEPTACLE -100A, 480 VOLT, 4 -POLE, 3 -WIRE, A2 FLUORESCENT OUTDOOR AREA LIGHT - (2)42W FLUORESCENT LAMPS, 120 VAC BALLAST, 9"H, 11/2" THREADED CAP, WEATHER PROOF. P6 42 TRT AUTOMATIC TRANSFER SWITCH, "ATS" 13"W, 7 3/8"D, DIE-CAST ALUMINUM HOUSING, MOUNT TOP OF FIXTURE 9' ABOVE FINISHED GRADE, LITHONIA TWR12/42TRT MVOLT PE LPI 2 42 WATT 11/2" PHOTOCELL INCLUDED, U.L. LISTED FOR WET LOCATIONS. QD NON-FUSED SAFETY SWITCH, 600V,100 -AMP. SQUARED EQUAL A3 HIGH PRESSURE SODIUM OUTDOOR AREA LIGHT,120 VAC, (1) -10OW HPS LAMP, SEE MOUNTING SEE SPECIFICATIONS SEE SPECIFICATIONS a HPS SEE SPECIFICATIONS DETAILS ON DWG NO. E07. U.L. LISTED FOR WET LOCATIONS. LITHONIA TFL 100S RA2120 SCWA FCRA 1 100 WATT K VAULT FLOOD SWITCH - N.O. REED TYPE FLOAT SWITCH, 20 OMEGA MODEL LPI P12 VA. SEE DWG NO. E07 FOR DETAIL. rwZ I111TA43 g Zs1SUIT,I&1J:141 01vt 014 ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE ITEM DESCRIPTION MANUFACTURER MODEL NO. (QUANTITY) CONDUCTORS SERVICE ENTRANCE DISCONNECT SWITCH - NEMA 4, HEAVY UTILITY TRANSFORMER HDL 26100C WITH 11/2" DUTY SERVICE RATED, 100% RATED CIRCUIT BREAKER, SQUARE D ENCLOSURE OR EQUAL UTILITY METER 100 -AMP, 600VOLT,18,000 AMP INTERRUPTING RATING. (3) - #39 (1) - #3 N, (1) - #8 GRD P3 B' AUTOMATIC TRANSFER SWITCH - NEMA 1, 600V,100 -AMP. SEE SPECIFICATIONS SEE SPECIFICATIONS P4 MOUNT TOP OF PANEL 6'- 0" FROM FINISHED GRADE. MANUAL TRANSFER SWITCH, "MTS" 11/2" C� GENERATOR RECEPTACLE -100A, 480 VOLT, 4 -POLE, 3 -WIRE, APPLETON MODEL ADR1034 W/ 11/2" THREADED CAP, WEATHER PROOF. P6 MODEL AJA100 ANGEL AUTOMATIC TRANSFER SWITCH, "ATS" 11/2" (3) - #31 (1) - #3 N, (1) - #8 GRD ADAPTER OR EQUAL p' MANUAL TRANSFER SWITCH - NEMA 1, DOUBLE THROW, 11/2" MODEL DTU363 OR QD NON-FUSED SAFETY SWITCH, 600V,100 -AMP. SQUARED EQUAL d FLOAT SWITCH - SEE DETAIL ON DWG NO. E07 SEE SPECIFICATIONS SEE SPECIFICATIONS a LEVEL TRANSMITTER SEE SPECIFICATIONS SEE SPECIFICATIONS H� TRANSIENT VOLTAGE SURGE SUPPRESSOR, "SPD" SEE SPECIFICATIONS SEE SPECIFICATIONS K VAULT FLOOD SWITCH - N.O. REED TYPE FLOAT SWITCH, 20 OMEGA MODEL LVN-20 OR P12 VA. SEE DWG NO. E07 FOR DETAIL. TELEMETRY PANEL, "RTU" EQUAL (2) - #129 (1) - #12 GRD COOLING THERMOSTAT - SPDT, 50F DIFFERENTIAL. RANGE LIGHTING PANEL, "L" T631C1103 OR 1" -300-1000F, SET AT 750F. MOUNT 4'-0" ABOVE FINISHED FLOOR HONEYWELL EQUAL DEDICATED SUMP PUMP RECEPTACLE INTRUSION ALARM SWITCH - CONTRACTOR SHALL SELECT (2) - #121 (1) - #12 GRD HEAVY DUTY TYPE C, LIGHTING PANEL, "L" ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING SQUARED CLASS 9007 OR P16 CONFIGURATION. WIRE SWITCHES IN SERIES. SITE LIGHT & RECEPTACLE EQUAL N(J` ELECTRICAL SPACE HEATER - 240 VAC, 1 �, 3KW, WITH 24 LIGHTING PANEL, "L" MUH03-21 OR 1" VOLT CONTROL TRANSFORMER. MOUNT BOTTOM OF QMARK EQUAL BUILDING HEATER HEATER 6'- 6" ABOVE FINISHED FLOOR. (2) - #10, (1) - #10 GRD P19 'p HEATING THERMOSTAT - DPST, DIFFERENTIAL. RANGE 3/4" T498B1512 OR P20 �30F 400-800F, SET AT 600F. MOUNT 4'-0" ABOVE FINISHED FLOOR HONEYWELL EQUAL (2) - #101 (1) - #10 GRD KEYSWITCH - WEATHERPROOF ENCLOSURE, MOUNT 4' ABOVE WETWELL FLOATS 1W7 -B2-626 2" FINISHED GRADE. CONTRACTOR SHALL COORDINATE WITH BEST NO SUBSTITUTE TELEMETRY PANEL, "RTU" BEST ACCESS COMPANY (KENT, WA) TO PROVIDE CORE TO (6) - #149 (1) - #14 GRD C3 VALVE VAULT FLOOD SWITCH MEET CITY OF RENTON STANDARDS. 314" (2) - #14, (1) - #14 GRD T FLOWMETER - WITH REMOTE TRANSMITTER SEE SPECIFICATIONS SEE SPECIFICATIONS GROUNDING EXISTING PAD -MOUNT DETAI TRANSFORMER BY UTILITY 1 S EXISTING INCOMING POWER BY UTILITY 12470 - 480/277 - VOLT. 30 CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS P1 UTILITY TRANSFORMER SERVICE ENTRANCE DISCONNECT 11/2" (3) - #39 (1) - #3 N P2 MAIN DISCONNECT UTILITY METER 11/2" (3) - #39 (1) - #3 N, (1) - #8 GRD P3 UTILITY METER AUTOMATIC TRANSFER SWITCH, "ATS" 11/2" (3) - #31 (1) - #3 N, (1) - #8 GRD P4 ENGINE GENERATOR SET MANUAL TRANSFER SWITCH, "MTS" 11/2" (3) - #31 (1) - #3 N, (1) - #8 GRD QD GENERATOR RECEPTACLE MANUAL TRANSFER SWITCH, "MTS" 11/2" (3) - #3, (1) - #3 N, (1) - #8 GRD P6 MANUAL TRANSFER SWITCH, "MTS" AUTOMATIC TRANSFER SWITCH, "ATS" 11/2" (3) - #31 (1) - #3 N, (1) - #8 GRD QD AUTOMATIC TRANSFER SWITCH, "ATS" MOTOR CONTROL CENTER, "MCC" 11/2" (3) - #35 (1) - #3 N, (1) - #8 GRD QD MOTOR CONTROL CENTER, "MCC" MOTOR SPLICE HANDHOLE 1" (3) - #10, (1) - #10 GRD, MOTOR SENSOR CABLE QD MOTOR CONTROL CENTER, "MCC" MOTOR SPLICE HANDHOLE 1" (3) - #101 (1) - #10 GRD, MOTOR SENSOR CABLE P10 MOTOR SPLICE HANDHOLE PUMP NO. 1, P-1 2" PUMP MOTOR CABLES P11 MOTOR SPLICE HANDHOLE PUMP NO. 29 P-2 2" PUMP MOTOR CABLES P12 LIGHTING PANEL, "L" TELEMETRY PANEL, "RTU" 3/4" (2) - #129 (1) - #12 GRD P13 LIGHTING PANEL, "L" ENGINE GENERATOR BLOCK HEATER, BATT 1" (2) - #12, (1) - #12 GRD, (2) - #10 P14 LIGHTING PANEL, "L" DEDICATED SUMP PUMP RECEPTACLE 3/4" (2) - #121 (1) - #12 GRD P15 LIGHTING PANEL, "L" OUTDOOR RECEPTACLE 3/4" (2) - #12, (1) - #12 GRD P16 LIGHTING PANEL, "L" SITE LIGHT & RECEPTACLE 3/4" (2) - #101 (2) - #121 (1) - #10 GRD P17 LIGHTING PANEL, "L" ENGINE GENERATOR BATTERY CHARGER 1" (2) - #12, (1) - #12 GRD, (2) - #10 P18 LIGHTING PANEL, "L" BUILDING HEATER 3/411 (2) - #10, (1) - #10 GRD P19 LIGHTING PANEL, "L" INTAKE LOUVER 3/4" (2) - #12, (1) - #12 GRD P20 LIGHTING PANEL, "L" EXHAUST FAN 3/4" (2) - #101 (1) - #10 GRD C1 WETWELL FLOATS FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE 2" MANUFACTURER FLOAT CABLES C2 FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE TELEMETRY PANEL, "RTU" 1" (6) - #149 (1) - #14 GRD C3 VALVE VAULT FLOOD SWITCH VALVE VAULT JUNCTION BOX 314" (2) - #14, (1) - #14 GRD C4 VALVE VAULT INTRUSION SWITCH VALVE VAULT JUNCTION BOX 3/4" (2) - #149 (1) - #14 GRD C5 VALVE VAULT JUNCTION BOX TELEMETRY PANEL, "RTU" 3/4" (4) - #14, (1) - #14 GRD C6 BUILDING INTRUSION ALARM SWITCH TELEMETRY PANEL, "RTU" 3/4" (2) - #14, (1) - #14 GRD C7 AUTOMATIC TRANSFER SWITCH, "ATS" ENGINE GENERATOR SET 3/4" (2) - #149 (1) - #14 GRD C8 TELEMETRY PANEL, "RTU" ENGINE GENERATOR SET 3/4" (10) - #14, (1) - #14 GRD C9 TELEMETRY PANEL, "RTU" MOTOR CONTROL CENTER, "MCC" 11/411 (22) - #141 (1) - #14 GRD, (8) - #12 SPARE C10 INTRUSION DISABLE SWITCH TELEMETRY PANEL, "RTU" 3/4" (2) - #149 (1) - #14 GRD C11 TELEMETRY PANEL, "RTU" VALVE VAULT SPARE JUNCTION BOX 3/4" NYLON PULL CORD C12 TELEMETRY PANEL, "RTU" COOLING THERMOSTAT 3/4" (2) - #14, (1) - #14 GRD C13 TELEMETRY PANEL, "RTU" AUTOMATIC TRANSFER SWITCH, "ATS" 3/4" (2) - #149 (1) - #14 GRD J1 TELEMETRY PANEL, "RTU" FLOW METER 1/2" MANUFACTURER'S CABLES J2 TELEMETRY PANEL, "RTU" ANTENNA 2" ANTENNA CABLE J3 WETWELL LEVEL TRANSMITTER FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE 1" MANUFACTURER'S LEVEL TRANSMITTER CABLE J4 FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE TELEMETRY PANEL, "RTU" 1" MANUFACTURER'S LEVEL TRANSMITTER CABLE J5 TELEMETRY PANEL, "RTU" MOTOR CONTROL CENTER, "MCC" 1" (2) T.S.P. 600V CABLE (1 SPARE) 6 FLOW METER FLOW METER TRANSMITTER 11/211 MANUFACTURER'S CABLES 0 OUTSIDE Fs A i 100/3 TM 100% 1 RATED � GROUND PER f N.E.C. ELECTRICAL NOTES 1. MAIN REVENUE METERING. METER BASE AND PANEL SCHEDULE L ENCLOSURE BY CONTRACTOR PER SERVING UTILITY REQUIREMENTS. METER BY PUGET SOUND ENERGY. LOCATION: MCC SERVING: PUMP STATION 2. SERVICE ENTRANCE DISCONNECT SWITCH. E 3. SEE DWG N0. E04 FOR CONTROL LOGIC DIAGRAMS. 4 4. (2) - 518" X 8' COPPER GROUND RODS PER DETAIL ON DWG N0. E06. SPACED APART AS SHOWN ON DWG N0. E03. 5� 5. WATERPROOF SPLICE. SEE DETAIL ON DWG N0. E06 CIRCUIT DESCRIPTION (TYPICAL). MOTOR CONTROL CENTER, 480V, 3014W9 600A BUS, 42 KAIC WITHSTAND. ED TI I I I 3013 25/2 MCP MCP I T1 ■ NEUTRALI TM POWER MONITORING I I PMR PHASE MONITOR O RELAY SPD I 0.00 0 I I 240/1; I GND BUS z Z W z� = Z J F— I I I INSIDE 100A, 480V, 3�9 3W PORTABLE GENERATOR RECEPTACLE ONE -LINE DIAGRAM NO SCALE SERVICE ENTRANCE DISCONNECT SWITCH S/N #6 MIN. GND BUS /#6 � BOND TO PIPE 1►1 \/A1 \/C WET WE IN °"L°C CONCRETE VAULT REBAR MAT LIFER CONNECTION GROUNDING NO SCALE SEAL -OFF, TYPICAL PLASTIC BUSHING )F CONDUIT, 362513 REVISED TO CONFORM TO CONSTRUCTION RECORDS JAM RH2 NGINEERING INt DATE 0 w cn U N zw d n:. o 0 v hN. N z g ,� cr� w w <� Z c� E o ZON� N =3 0� c>r m� PANEL SCHEDULE L N0. L LOCATION: MCC SERVING: PUMP STATION n 1 3 5 7 9 11 13 15 17 2 4 6 8 10 12 14 16 18 240/120 VOLTS 3 WIRE CIRCUIT DESCRIPTION KVA AMP AMP KVA CIRCUIT DESCRIPTION OUTDOOR RECEPTACLES 0.54 20 20 0.28 SITE LIGHT INDOOR BUILDING LIGHTING 0.08 20 20 0.28 EXTERIOR BUILDING LIGHTING TELEMETRY PANEL 0.50 20 20 1.20 ENGINE GENERATOR BLOCK HEATER BUILDING HEATER 3.75 30 20 0.50 ENGINE GENERATOR BATTERY CHARGER 2P 30 20 0.50 EXHAUST FAN AND INTAKE LOUVER LIGHT POLE RECEPTACLE 0.54 20 20 1 0,54 INTERIOR RECEPTACLE SPARE - 20 20 - SPARE SPARE - 20 - - SPACE SPACE - - - - SPACE tn u") CONNECTION LOAD: 8.71 KVA 36.29 AMPS DEMAND: LIGHTING AND CONTROL LOAD IV— N DEMAND LOAD: 6.59 KVA 27.46 AMPS SEAL -OFF, TYPICAL PLASTIC BUSHING )F CONDUIT, 362513 REVISED TO CONFORM TO CONSTRUCTION RECORDS JAM RH2 NGINEERING INt DATE 0 w cn U N zw d n:. o 0 v hN. N z g ,� cr� w w <� Z c� E o ZON� N =3 0� c>r m� SCALE: SHOWN DRAWING IS FULL SCALE WHEN BAR MEASURES 2" �I W 0 91 E02 1 15 r2l D x' n c m d� q Lu � oJ ' U u .:;p U) O RD Z U Q — t/� it o vx- W n Z 0 tn u") IV— N I,— N W 13- a �- W 75 � 75 � > W o n cc � 0 � Q � U W z W Z SCALE: SHOWN DRAWING IS FULL SCALE WHEN BAR MEASURES 2" �I W 0 91 E02 1 15 r2l D x' z C �? c m d� m u .:;p RD m m n x' Ci ELECTRICAL NOTES A 1. SEE DWG NO. E02 FOR ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE. XXX 2. SEE DWG NO. E02 FOR CONDUIT/CONDUCTOR SCHEDULES. 3 3. MOTOR CONTROL CENTER, 'MCC'. SEE DWG NO. E04 FOR DETAILS. 4 4. TELEMETRY PANEL, 'RTU'. PROVIDED BY CITY OF RENTON AT THE PRE -CONSTRUCTION MEETING. 1 CONTRACTOR SHALL INSTALL THE 'RTU' AND CONNECT ALL FIELD DEVICES. 5 5. TO EXISTING PAD -MOUNT TRANSFORMER. SEE ELECTRICAL SITE PLAN FOR CONTINUATION. 6 6. GROUND ROD PER N.E.C. (TYPICAL). USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. SEE DWG NO. E06 FOR ADDITIONAL DETAIL. LOCATE GROUND RODS 2' MINIMUM FROM BUILDING m FOUNDATION. 7 7. CONNECTION TO REINFORCEMENT GRID (TYPICAL OF 2 LOCATIONS). SEE DWG NO. E06 FOR ADDITIONAL DETAIL. 8 13. LIGHT SWITCH FOR SITE LIGHTING NOT SHOWN. PROVIDE LIGHT SWITCH IN BUILDING NEAR B SHOWN LIGHT SWITCHES. SEE DIAGRAM 4 ON DWG NO. E05. Al 9. SEE DWG NO. E02 FOR LIGHTING FIXTURE SCHEDULE. CD U 10, LOCATE ALL LIGHT FIXTURES, SWITCHES AND DEVICES IN LOCATION SHOWN ON THE PLANS USING ENGINEERING SCALE. ADJUST LOCATION AS NECESSARY TO AVOID INTERFERENCE WITH OTHER EQUIPMENT. E11. :� CONTRACTOR SHALL AIM LIGHTS TO ILLUMINATE WET WELL AND VAULT HATCH OPENINGS. 2 12. MOUNT SWITCH ON PRIMARY LEAF OF ACCESS HATCH (TYPICAL). (D CENTERLINE MAIN JtKVll.t DISCONNECT SWITCH UTILITY METER @GENERATOR RECEPTACLE - / I 6 P3 P17 I P5 tP7 P1 0 CKUP GENERATOR AND CONCRETE PAD EXHAUST FAN WITH r- LOUVER. SEE DWG. NO E05 FOR DETAILS FUTURE PHONE/FIBER Al J1 2" PVC CONDUIT FROM NORTH COMM. VAULT 7 X42"–MIN. -- 0 CONTROL BUILDING ROOF LINE CONTROL BUILDING 0 f i i n i_rr mem r n An r- EXISTING OVERHEAD TELECOMMUNICATIONS. CONTRACTOR SHALL PROTECT DURING CONSTRUCTION. EXISTING PAD -MOUNT TRANSFORMER FLOW METER TRANSMITTER C12 v P15 ELECTRICAL BUILDING WP IT Al !,NTELEMETRY ANTENNA m "RTU{ A2 I FC 07 C10 p. COMM. VAULT INTRUSION DISABLE KEY 07 SWITCH Q BATTERY CHARGER Qt '– INTAKE LOUVER FLOWMETER TRANSMITTER ELECTRICAL SITE PLAN 1/4" = 1'-0" WSDOT TYPE 1 HANDHOLE .w ioft . —: "RTU""RTU" --Aoo— MOTOR SPLICE HANDHOLE POWER DISTRIBUTION AND SIGNAL PLAN 1/2- = 1' -on "MCC" -.rF- "MCC" -.rte "RTU" -�— — "RTU" -00 1 If% -U -r nl11 C L-.1 FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE WET WELL SEE MECHANICAL PLANS FOR LEVEL TRANSDUCER � MOUNTING DETAIL os = 3625 REVISED TO CONFORM TO CONSTRUCTION RECORDS ENGINEERING INC. ACCESS HATCH ,.. OPENING a c� ti M a w cn 2� rt o a V ,N- N zg rr0cn W" W� 2 7 z� uj CV LL' N N N O r g 0 z a z an W H cl) J Q U H cm) w J W >_� a D �m C' y Z Layuq CD CD 1 CD °z M ?c i N m z m m 0 0 D CD U LLJ � w ' Z O U _: o cis a 0 — V� w 0 w: w Q — � � U W W V r�� v/ Z 0 u') IS') U N N C � a Q Q I>j,) W fY O a v o LO W �Qo Q 14 U J � W 112U SCALE: SHOWN DRAWING IS FULL SCALE WHEN BAR MEASURES 2" WG NO.: SH NO.: E03 16 2� D �m C' y Z Layuq CD CD 1 CD °z M ?c i N m z m m y 0 D 0 y C' y Layuq CD CD 1 CD °z �o D r zN y D "n m o 01 9 �o D C 480V, 3 PHASE MOTOR STARTER EQUIPMENT IN MCC, SEE SPECIFICATIONS 0, 0 --\\ j ,� CB OF POWER kRT CALL T ITS '3ED (HOURS) ' RUN" READY LIGHT FAIL :) FAIL" � tGENCY ' SEAL AND ;MAL FAIL T MOTOR � GENCY STOP OVERTEMP" 'SEAL FAIL" � r� PUMP E� PUMP r� PUMP 17� RTU RUN FAIL OVERTEMP DIAGRAM 1: PUMP P-1, P-2 NO SCALE 303 CONCRETE PA �02 PER STRUCTURE DETAIL 60" MAX 2011, so TYR MOTOR CONTROL CENTER LAYOUT 1" = 1'-0" NAMEPLATE RUN-TIME METER AMMETER DISPLAY RESETTABLE OPERATION COUNTER PUMP SEAL AND THERMAL FAIL RESET PUSHBUTTON PUMP OVERTEMP LIGHT PUMP SEAL FAIL LIGHT PUMP RUN LIGHT PUMP FAIL LIGHT DISCONNECT SWITCH AMMETER SELECTION SWITCH EMERGENCY STOP PUSHBUTTON PUMP READY LIGHT EMERGENCY STOP LIGHT TYPICAL STARTER PANEL DETAIL NOT TO SCALE MCC CONTROL DEVICES MCC 114, `� SECTION NAMEPLATE SCHEDULE 1A POWER MONITOR 1E PHASE FAIL RELAY 1G SPD 11 MCC MAIN LUGS 2A HVAC CONTROL PANEL 2F LIGHTING PANELBOARD "L" 2J LIGHTING TRANSFORMER 3A PUMP NO. 1, P-1 �r PUMP RUN m PUMP FAIL PUMP OVERTEMP m PUMP SEAL FAIL EMERGENCY STOP PUMP READY AMMETER EMERGENCY STOP ALARM RESET ELAPSED TIME (HOURS) START COUNTS AMMETER SELECTOR SWITCH 3G PUMP NO. 2, P-2 PUMP RUN PUMP FAIL PUMP OVERTEMP PUMP SEAL FAIL EMERGENCY STOP PUMP READY AMMETER EMERGENCY STOP ALARM RESET ELAPSED TIME (HOURS) START COUNTS AMMETER SELECTOR SWITCH 362515 REVISED TO CONFORM TO CONSTRUCTION RECORDS • �d RHf ENGINEERIN INC. ATE O r 114, `� n � s . co O I0 dry T C ' n7 .r �r o" + r 0 0 M 0 0 0 q qd0 W J W Z _ 0 cf) o Q —' 2 Q =' w W v LL L0 L0 N N 75 5 O U � W W 2 U., �o u04 z� -Q o ,N N z O -'2 ao c W " uj W C/) z �Eo z W wN � N Q CN �1 0.4 D J 0IN= Z O cm) D Z Q H O g co) cm) 2 W 0 uI 4 z SCALE: SHOWN m i• r DRAWING IS FULL SCALE WHEN BAR MEASURES? DWG NO.: NO.: E04 17f 21 D m 0 :o 1� ' D • D Am a� p� n- n�: u m cn 0 D O D Z Z C rb m m o n z 9 �_ z T C ' n7 .r �r < m z m m D D m 0 :o 1� ' D • D Am a� p� n- n�: u m cn 0 D O D Z Z C rb m m D n 01 u FOT C D �r < za 120 VAC VALVE VAULT FLOOD SWITCH WET WELL LEVEL (FLOAT) SWITCHES WET WELL LEVEL (, T QQ TRANSMITTER �- HIGH LEVEL ALARM EO HIGH LEVEL PUMP START FLOAT o� LOW LEVEL PUMP STOP FLOAT o� EMERGENCY PUMP STOP FLOAT Eo INTRUSION DISABLE O KEYSWITCH RTU PANEL LEVEL (4-20 mA) CONTRACTOR TO INSTALL OWNER PROVIDED RTU PANEL. CONTRACTOR SHALL TERMINATE INSTRUMENTATION AND CONTROL SIGNALS AT 1/0 LOCATIONS SHOWN ON RTU AS -BUILT DRAWINGS PROVIDED WITH RTU (TYPICAL). PUMP 1 RUN COMMAND PUMP 1 RUNNING PUMP 2 RUN COMMAND PUMP 2 RUNNING PUMP 1 HIGH TEMP PUMP 1 SEAL FAIL PUMP 2 HIGH TEMP PUMP 2 SEAL FAIL PUMP 1 FAIL PUMP 2 FAIL PHASE FAIL 0 0 0 0 0 r n m GENERATOR ENCLOSURE ELECTRICAL BUILDING FLOW RATE (4-20 mA) FT FLOW METER T INTRUSION SWITCH M INTRUSION SWITCH TRANSMITTER (TYPICAL) FLOW TOTAL VALVE VAULT 2 INTRUSION SWITCH Q (TYPICAL) 2 TO TELEMETRY ( COAXIAL ANTENNA CABLE ANTENNA TO POWER ' , SERIAL CABLE MONITOR IN MCC RTU PANEL 1/0 CONNECTIONS NO SCALE ELECTRICAL NOTES 0 1. SEE DWG N0. E02 FOR ELECTRICAL EQUIPMENT AND z INSTRUMENTATION SCHEDULE. 2�' 2. ALL INTRUSION SWITCHES SHALL BE WIRED IN SERIES. Al 3. SEE DWG N0. E02 FOR LIGHTING FIXTURE SCHEDULE. 20A HVAC CONTROL PANEL, "HP" LOCATED IN MCC CR1 \A r M EXHAUST FAN, EF -1 i i i I M INTAKE MOTORIZED i' DAMPER STARTER "EF -1 RUN" J DIAGRAM 2: HVAC CONTROL PANEL (LOCATED IN MCC BUCKET) NO SCALE L N 120V ON3 NUMBER OF FIXTURES 0 11 '� VARY DEPENDING ON HANDSWITCH OFF CIRCUIT. ==o k_0 AUTO F PHOTOCELL PROVIDE ON/OFF/AUTO TOGGLE SWITCH. PHOTOCELL J 'Q a M a w v N In Z F V ,N� N z W W� Z 3: 1! 0r o Z v-� w N WR N 04 0^ m N SHALL CONTROL LIGHTS IN AUTO POSITION. I o DIAGRAM In BUILDING EXTERIOR LIGHTING CIRCUIT NO SCALE � L HANDSWITCH DIAGRAM 4: SITE LIGHTING CIRCUIT NO SCALE NUMBER OF FIXTURES VARY DEPENDING ON CIRCUIT. 5- 3625 16 REVISED TO CONFORM TO CONSTRUCTION RECORDS RH ENgNEERING INC. WATE 0 GENERATOR RUN z 0 m o m z GENERATOR FAIL m n z 0 GENERATOR 0 TROUBLE z 0 0 Z r D GENERATOR LOW z FUEL m O c c O ATS IN EMERGENCY POSITION z m 0 — ti� 4;� ..... 0 20A HVAC CONTROL PANEL, "HP" LOCATED IN MCC CR1 \A r M EXHAUST FAN, EF -1 i i i I M INTAKE MOTORIZED i' DAMPER STARTER "EF -1 RUN" J DIAGRAM 2: HVAC CONTROL PANEL (LOCATED IN MCC BUCKET) NO SCALE L N 120V ON3 NUMBER OF FIXTURES 0 11 '� VARY DEPENDING ON HANDSWITCH OFF CIRCUIT. ==o k_0 AUTO F PHOTOCELL PROVIDE ON/OFF/AUTO TOGGLE SWITCH. PHOTOCELL J 'Q a M a w v N In Z F V ,N� N z W W� Z 3: 1! 0r o Z v-� w N WR N 04 0^ m N SHALL CONTROL LIGHTS IN AUTO POSITION. I o DIAGRAM In BUILDING EXTERIOR LIGHTING CIRCUIT NO SCALE � L HANDSWITCH DIAGRAM 4: SITE LIGHTING CIRCUIT NO SCALE NUMBER OF FIXTURES VARY DEPENDING ON CIRCUIT. 5- 3625 16 REVISED TO CONFORM TO CONSTRUCTION RECORDS RH ENgNEERING INC. WATE 0 • m 16 m 'z m 0 D f z c rb n D n z Z C o 0 m z C> U m m cn 0 Wo ' Z U D z ch O Lu Q — ti� o W W � Lu � U !J) Z 0 CN N N a - F LuEp L 0 0 vi o a ,n, N 0 � 0 Q � U J � W W z Lu: W Ct SCALE: SHOWN DRAWING JS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SH NO.; E05 18 21 0 • m 16 m 'z m 0 D f z c rb n D n z Z C o m z m m m cn 0 D 0 • m 16 m 'z m 0 D f z c rb n D n D ., c 0 n - m z O m m ' 00 ••, > VAULT LID MARKED o 0 2" UNISTRUT. SECURE EXPLOSION PROOF JUNCTION CONTROLWITH WELDBEAD. 1— — — — — — — — — — — — — -, UNISTRUT TO HANDHOLE WALLS. PLASTIC TUBE COUPLING. BOX (TYPICAL). 1 0 o I I SIZE AS NECESSARY. ar TO MOTOR CONTROL CENTER/RTU TO WETWELL I FLEXIBLE CORD s o i 0 0 I Z CONNECTOR (TYPICAL) BUBBLER TUBE FOR BELLOWS JACKETED CABLE FOR LEVEL TRANSDUCER w GRS CONDUIT (TYPICAL). I I 2" PVC CABLE SLEEVE I J�j� 1� � . 4. ° , 12" MAX, TYP. AN. SIZED PER PL I ( (TYPICAL) I I (TYPICAL) SEAL TYPICAL a J CONDUIT TO PUMP -�-- I ---- TO WETWELL. o 0 :4 :;;• STARTER I (TYPICAL) — — — — — — — — — — — CONDUIT (TYPICAL). �;' °:. PUMP MOTOR CABLE, FLOAT SEAL TYPICAL . ( } I I o 0 1 I - - I I 1 ( FLEXIBLE CORD CONNECTOR I ?O00 o 0 z g cn CONTRACTOR SHALL GROUT ° a ` ' CABLE, OR LEVEL TRANSMITTER _ I - I WIRE NUT ENDS TOGETHER 0 0 I SEAL (TYPICAL) 1 I 0 I (TYPICAL) FILL AROUND CONDUIT WITH 4. :: !! . CABLE TYPICAL ) i AND SEAL WATER TIGHT I I � NON -SHRINK GROUT FOR WATER TIGHTNESS. 04 . o :4 � � � :. 2" UNISTRUT (TYPICAL). I FOR TERMINATING CABLE i 1 0 0 TO FIELD WIRE (TYPICAL). GRS CONDUIT (TYPICAL}. I SIZE PER PLAN. �' - - 1 2 PVC CABLE SLEEVE (TYPICAL) 1 �' ZC W c�i W N = Q04 06 I 1 BELL END OF CONDUIT CONDUIT TO CONTROL PANEL -- _ = 1 TO WETWELL FOR LEVEL t - --- TRANSDUCER m N (TYPICAL) I 4 SET ABLELEEVE AT C S ONDUCT TO PUMP STARTER r-- I I I I I 1 /4"x4N4" STEEL PLATE. WELD UNISTRUT TO PLATE AND MOUNT TO WALLS OF HANDHOLE USING (4) 3/8" + ,; : . °.a :®4.: BOTTOM OF VAULT AND SLOPE TOWARDS WET WELL. EXPLOSION PROOF JUNCTION I ,, COIL MINIMUM OF 5 FEET OF I 1 EXCESS CORD. ( I EXPLOSION PROOF JUNCTION BOX I o 0 WITH COVER (TYPICAL). SECURE i 1 g o6 1 STAINLESS STEEL CONCRETE ° 4 BOX WITH COVER. 0-Z/GEDNEY 1 0 0 I TO UNISTRUT USING 1/4" I o o I PLACE SMALL BAG OF O ANCHORS. 4 :°:.: .... :...... .. :: ;... :... � -° r �. a :`. ; :' a': : b °° °-(TYP)i GUJC-100 BOX OR EQUAL (TYPICAL). SECURE JUNCTION I PLACE SMALL BAG OF ( ( STAINLESS STEEL BOLTS I O-ZIGEDNEY GUJC-100 BOX OR I DESICCANT (TYP) r, y: BOX TO UNISTRUT USING 1/4" STAINLESS STEEL BOLTS. I 0 0 DESICCANT I I — ( ------- ----------- ELECTRICAL HANDHOLE, 0 0 EQUAL FOR LEVEL TRANSDUCER. I I I I BELL END OF CONDUIT (TYPICAL) I Q cn iE� SLOPE TO DRAIN o o UTILITY VAULT MODEL 233 -LA OR EQUAL CONDUIT TO CONTROL PANEL --- � _� TO WETWELL I FOR FLOATS [r�,y mi Q 0-Z/GEDNEY GUJX-100 BOX OR I COIL MINIMUM w SPLICE HANDHOLE ELEVATION 06 MOTOR SPLICE HANDHOLE PLAN DETAIL A EQUAL FOR FLOATS. 1 0 oI I OF5FEET OF EXCESS CORD. Q NOT TO SCALE 03 I ~j NOT TO SCALE HUB FOR ADDITIONAL FLOATS. WIRE NUT ENDS TOGETHER AND � D E FLOATS NOT SHOWN FOR CLARITY.0 0 I I ( SEAL WATERTIGHT FOR Q — — — — 0 — — — — I TERMINATING CABLE TO FIELD o WIRE (TYPICAL). � ELECTRICAL HANDHOLE UTILITY SECURE 2„ UNISTRUT TO HANDHOLE WALLS. U V VAULT MODEL 233 -LA OR EQUAL w CADWELD TYPE TA. FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE PLAN E ui CADWELD CABLE TO03 CADWELD TYPE RR. NOT TO SCALE CABLE TEE CONNECTION. CADWELD END CABLE TOCOPPER UPPER REBAR CONNECTION. CONDUCTOR CONCRETE COVER.0IIIII o GRADE REBAR tel, COPPER CONDUCTOR 0 ♦ CONCRETE GROUND ROD PROTECTOR 13” DEPTH X 12" HEIGHT WITH COVER. PIPE INC. #12R -12A & 12R -12T, OR EQUAL. GROUND TEE DETAILGROUNDm REBAR DETAIL NOT TO SCALE NOT TO SCALE 5/8"x8' LONG COPPER GROUND ROD. NATIVE MATERIAL COMPACTED TO RED ELECTRICAL WARNING 95% PER ASTM D1557 OR AS TAPE CENTERED OVER RESTORE SURFACE TO EXISTING co o 8'-0" REQUIRED PER PLAN EACH CONDUIT IN TRENCH N r CONDITION OR BETTER PER PLANS i (TYP) CADWELD TYPE XA. iw t uu CADWELD TYPE GR CADWELD CABLE TO CABLE o ■�. 0 � cv CADWELD CABLE TO CROSS CONNECTION. cLli J V� COPPER CONDUCTOR9" GROUND ROD CONNECTION. z r. v o � Z � �z z � o cv 6„ " COVER OVER 3 a z � W 5/8" X 8' COPPER GROUND HIGHEST CONDUIT IN � � " M 9 � ROD. COPPER CONDUCTOR TRENCH SAND BEDDING MATERIAL PER (TYPICAL) 3" WSDOT SPECIFICATION 9-03.13 Lo GROUND ROD DETAIL MINIMUM DEPTH BELOW ELECTRICAL CONDUIT NUMBER AND SIZE VARY AS PER SITE PLAN. MAINTAIN N N =' 0 a BOTTOM OF DEEPEST CONDUIT W GROUND TEE DETAIL GROUND CROSS DETAIL NOT TO SCALE INSTALLED IN TRENCH 12" SPACING BETWEEN TELEMETRY CONDUITS AND OTHER CONDUITS. o W NOT TO SCALE NOT TO SCALE lYPICAL ELECTRICAL T DETAIL � i W NOT TO SCALE NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL W 4 z REVISED TO CONFORM BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. w x SCALE: SHOWN GROUNDING CONNECTION DETAILS TO CONSTRUCTION RECORDS t NOT TO SCALE '" >i_J*e4_,m, vhpo o" 1" 7 RH2 ENGINEERING III DA DRAWING IS FULL BAR MEASURES SCALE WHEN 2" DWG N4.: SH NO.: E06 19 21 D ., c 0 n - m z m m > n 0 1� 2"X1/4" STAINLESS EL BAR HOOK DETAIL YVL— I YI►LLL. IN%JVI TO SPLICE HANDHOLE (TYPICAL) NOT TO SCALE STAINLESS STEEL CABLE SUPPORT GRIP HIGH LEVEL PUMP START FLOAT 6'-6" ABOVE WET WELL FLOOR LOW LEVEL PUMP STOP FLOAT 2'-6" ABOVE WET WELL FLOOR EMERGENCY PUMP STOP FLOAT 2'-0" ABOVE WET WELL FLOOR FLOAT MOUNTING DETAIL NOT TO SCALE NOTE: CONTRACTOR SHALL COORDINATE WITH BEST ACCESS COMPANY (KENT, WA) FOR DETAILS ON PROVIDING A CORE SYSTEM THAT MEETS RENTON STANDARDS. DISABLE KEY SWITCH SHALL BE BEST MODEL NO. 1W7BINT WITH CONSTRUCTION CORE. NO SUBSTITUTION. SELECTED CORE SHALL ALLOW FOR KEY TO BE REMOVED IN THE OPEN OR CLOSED POSITION. SINGLE GANG BOX WITH COVER INTRUSION DISABLE SWITCH 03 NO SCALE TELEMETRY ANTENNA, POSITIONED 20' ABOVE ANTENNA FEED LINE GRADE. CONTRACTOR SHALL COORDINATE WITH OWNER ON DIRECTION TO POINT ANTENNA. - 1%" GALVANIZED RIGID STEEL x 12" LONG MALLEABLE IRON OR STEEL REDUCER REVISED TO CONFORM eTO CONSTRUCTION RECORDS 4 V,1A 03 RH2 ENGINEERING DA FLASHING 2" GRS TO TO "RTU" SURFACE MOUNTED J -BOX. SO CORD CONNECTOR (TYPICAL). SO TYPE CORD. GRS CONDUIT STRAPPED TO WALL WITH MINIMUM OF (2) a STAINLESS STEEL PIPE CLAMPS SPACED EQUALLY APART. • A REFER TO LIQUID LEVEL SWITCH. SET p DWG NO. E02 TO SWITCH WITH 1/211 OF K FOR WATER ON FLOOR. EQUIPMENT SCHEDULE 4 VAULT FLOOD SWITCH DETAILrE�03 NOT TO SCALE LB CONDUIT BODY WITH CORD GRIP BUSHING 2" RIGID GALVANIZED STEEL "U" CLAMP CONDUIT "T" FITTING �'--- EXTERIOR CMU WALL "U" CLAMP; FASTEN TO CMU WALL AND PROVIDE BLOCKING AS REQUIRED #6 BARE COPPER GROUND TO GROUNDING SYSTEM. -- BLOCKING ELECTRICAL BUILDING ANTENNA INSTALLATION DETAIL 1/2H - 1'-0» INTRUSION SWITCH. MOUNT PER MANUFACTURER'S RECOMMENDATIONS. BUILDING INTRUSION SWITCH DETAIL,oT TO SCALE 03 16'-0" '-0" 5 WATERPROOF LOCKABLE DUPLEX RECEPTACLE MOUNTED ON POLE DUAL FIXTURES AIMED TOWARD VAULT HATCHES. SEE DWG. NO E02 FOR LIGHT FIXTURE SCHEDULE 5" SQUARE x 16'H, SQUARE STRAIGHT STEEL OUTDOOR LIGHTING POLE. INSTALL PLUMB. OUTDOOR LIGHTING POLE SHALL BE HUBBELL MODEL NO. SSS -16 -50 -7 -TA -BZ, OR EQUAL. ANCHOR BOLTS. INSTALL PER POLE MANUFACTURER'S INSTRUCTIONS HANDHOLE o LIGHT POLE BASE PLATE. 31-6" GROUT BASE PLATE WITH NON -SHRINK GROUT AND SILICONE CAULK AT EDGE. 24" DIAMETER CONCRETE FINISHED GRADE CYLINDER FOR ANCHORING STEEL POLE. 45° CHAMFER AROUND EDGE. 24" MIN CONDUIT AS SHOWN ON SITE PLAN (fi) #4 VERT EVENLY SPACED I� Z'-0' -- #0 HOOPS Q 12"O.C. o, OUTDOOR SITE LIGHT FOOTING AND MOUNTING DETAIL NOT TO SCALE s = 3625 18 0 0 M 0 z 0 IU Lu _j W zi �o o W w W U Ezj Im f cv 0 w o� N Za ate_ a o f'_ N 2 C8 .w w� w Q vWj Z w c'i W ON tV f = N �c%4 LY m civ N N J Q H w D J Q V H uj J uj c� m ti I 0 SCALE: SHOWN ou TN r DRAWING IS FULL SCALE WHEN BAR MEASURES T DWG NO.: SHEETNO.: E07 20 21 • L Or C � O � C � r to- cz 0 ti A m 4� i> 0 0 M 0 z 0 IU Lu _j W zi �o o W w W U Ezj Im f cv 0 w o� N Za ate_ a o f'_ N 2 C8 .w w� w Q vWj Z w c'i W ON tV f = N �c%4 LY m civ N N J Q H w D J Q V H uj J uj c� m ti I 0 SCALE: SHOWN ou TN r DRAWING IS FULL SCALE WHEN BAR MEASURES T DWG NO.: SHEETNO.: E07 20 21 • L C c!I�73 C � r 'n m i> O a z c i to m C c!I�73 alp GENERATOR WITH SOUND ATTENUATED ENCLOSURE SECURE GENERATOR AND FUEL TANK PAD WITH 112" CONCRETE ANCHORS OR APPROVED EQUAL. EMBED MAX 3" IN CONCRETE. CONCRETE PAD GENERATOR AND FUEL TANK PLAN 1" = 1'-0" f:� EG CONTROL AND CIRCUIT BREAKERS THIS END. #5 @ 12" O.C. EW, T&B GENERATOR WITH SOUND ATTENUATED ENCLOSURE .,JNCRETE PAD MhY'x�CK. , i GENERATOR AND FUEL TANK - SIDE ELEVATION VIEW REVISED TO CONFORM TO CONSTRUCTION RECORDS tk RH2 tNONEERING 19c. DA 1" = 1'-0" EG CONTROL PANEL AND CIRCUIT BREAKERS THIS END. DUAL—WALL SUB BASE FUEL TANK BLOCK ANY GAP AT THE BASE OF THE GENERATOR WITH PAINTED ANGLE IRON TO MATCH GENERATOR FUEL TANK, TO KEEP OUT RODENTS AND DEBRIS NATIVE OR STRUCTURAL FILL COMPACTED TO 95% STANDARD PROCTOR. /-, \ - \ - x MIN 6" CRUSHED SURFACING COMPACTED TO FIRM AND UNYIELDING CONDITION. PROOF ROLL SUBGRADE WITH HOE PLATE IN PRESENCE OF ENGINEER PRIOR TO PLACEMENT OF PAD. 5-3625 19 C7 0 C6 0 U w J W 0 = C%7 0 Q z a w w v U") ull V_ IT- C> c> N N r r o con U � W z z w W z O 5;W w ij N Z O d_ pN� N _ Q'w= Lr °p cn w W <� z� Z mccN1, (A J • 0 • yW W m O 4 U oz SCALE: SHOWN 011 DRAWING IS FULL SCALE WHEN (. BAR MEASURES 211 E08 1 21 /21 D D C m z m 0 D Z C to m cn O CD � C m