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HomeMy WebLinkAboutzS-3017Set1 2 3 4 5 6 7 8
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CENTURION DEVELOPMENT SERVICES
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HIGHLANDS ESTATES SEWER DIET STATION
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DRAWING INDEX
DRAWING NAME SHEET . -W
SITE PLAN i
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SITE PLAN NOTES 2 O
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SITE PLAN NOTES, CONTINUED 3 d W`
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MECHANICAL PLAN 4
5 13gy��
MECHANICAL ELEVATION
MATERIALS LIST 6
MATERIALS LIST, CONT'D
ELECTRICAL - PWR' & SIGNAL CONDUIT DIAGRAM 8
FURNAS OUTDOOR ENCLOSURE LAYOUT
ONE -LINE DIAGRAM 10
WEATHERPROOF ELECTRICAL ENCLOSURE 11
PUMP1 ELECTRICAL SCHEMATIC 12
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PUMP2 ELECTRICAL SCHEMATIC 13
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APPROVED
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DRAWING NO. 1378SITE CUSTOMER CENTURION DEVELOPMENT SERVICES OMEGA CONTRACTORS, INC. SHT
ENGINEER GW DESCRIPTION COVER AND INDEX P❑ ',BOX 430
DRAWN BY LP 1 7 -31 -02 REVIEW REVISION LP DUVAALL WA '98019 of
DATE 6 -6 -02 0 6 -6-02 ORIGINAL ISSUE LP PROJECT HIGHLANDS ESTATES SEWER LIFT STATION .. 425 - 881 -1697 1K FAX 425 -883 -4718.
SCALE NTS REV DATE DESCRIPTION BY
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ENGINEER
DRAWN BY
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LP
1 7 -31-02
REVIEW REVISION
LP DESCRIPTION
SITE PLAN
PQ BOX 430
DATE
6 -6 -02
0 5 -6-02
ORIGINAL ISSUE
LP
DUVAAI_L, WA 98019
OF 13
SCALE
1' = 20'
REV DATE
DESCRIPTION
BY PROJECT
HIGHLANDS ESTATES SEWER LIFT STATION 425- 881 -1697 w. FAX 425 - 883 - 4718.
1
2
3
4 1
5
6 1 7
1 8'
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APPROVED
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GENERAL AND SPECIAL NOTES TO CONSTRUCTION
® PRE — CONSTRUCTION CONFERENCE- BY c ATE zf
A PRE — CONSTRUCTION CONFERENCE AND TWENTY —FOUR HOUR NOTICE WILL BE REQUIRED PRIDR TO STARTING CONSTRUCTION.
® CITY OF RENTON TO PERFORM CONSTRUCTION INSPECTIONS AS REQUIRED PER CITY OF RENTON STANDARDS.
® H -20 RATING: ALL STRUCTURES, MANHOLES, VAULTS, HANHHOLES, LIDS, COVERS, AND ACCESS HATCHES INSTALLED ON THIS PROJECT SHALL BE H -20 TRAFFIC RATED.
® FORCE MAIN TO HAVE POSITIVE SLOPE AWAY FROM VALVE VAULT FOR FULL LENGTH OF F❑RCEMAIN.
(aj ISOLATION VALVE (8' MJ RESILIENT SEAT GATE VALVE WITH OPERATOR EXTENSION) TO WITHIN 3' OF GRADE.
D
© SLOPE DOWN GRADE TO WEST FOR FUTURE OUTFALL -- PROVIDE TEMPORARY PLUG. (SEE APPROVED SANITARY SEWER DRAWINGS.)
D
® SEWER CONNECTION FOR LOT 19.
® 3' SCH. 80 PVC WETWELL VENT. TERMINATE 1 FOOT ABOVE GRADE WITH 4' SS RISER AND SCREENED END GOOSENECK.
SECURE 4' SS IN CONCRETE COLLAR. FINISH COLLAR TO GRADE.
Q YAGI ANTENNA ON 2 1/2' GALVANIZED PIPE MAST (12') WITH LADDER BRACKET, REDUCE TO 1' GALVANIZED FOR ANTENNA MOUNT. PAINT SAFETY YELLOW TO 3' ABOVE GRADE.
Q CONNECT 3/4' CU WATER SERVICE TO MAIN PER CITY OF RENTON STANDARDS.
INSULATED HOTBOX FOR WATER SERVICE BACKFLOW PREVENTER ON 28' x 20' x 8' CONCRETE PAD #4 REINF. L3 12' EW, 4' ABOVE GRADE.
C
C
® MCC ❑N 3' -9' x 8'-10' x 1' CONCRETE PAD, #4 REINF. @ 12' EW, 4' ABOVE GRADE.
® 1 1/2 SUMP PUMP DISCHARGE LINE- -SCH. 40 PVC (I.SJ WITH CHECK VALVE, UNION, & ISOLATION VALVE (SCH. 80 O.S, VAULT).
4' DIA. GALV. PIPE BOLLARD - 3' BURY — 3' ABOVE GRADE. PAINT SAFETY YELLOW.
AREA INSIDE ELECTRICAL HANDHOLES AND WETWELL REQUIRES EXPLOSION —PROOF EXECTRICAL WIRING AND EQUIPMENT PER ELECTRICAL CODE.
® ALL FLANGED CONNECTIONS IN WETWELL TO HAVE S.S. FASTENERS.
ALL WIRE TO BE COPPER CONDUCTOR, INSULATION TO BE SUITABLE TO APPLICATION PER NEC. T.
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ON
® SUBMITTAL INFORMATION FOR EQUIPMENT SHALL BE PROVIDED TO THE CITY OF RENTON FOR THEIR REVIEW AND APPROVAL. QO c
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®DUCTILE IRAN FORCE MAIN TO BE CLASS 52 WITH DUCTILE IRON FITTINGS, (� y
® PROVIDE PADLOCKS FOR HATCHES TO MATCH EXISTING CITY SECURITY SYSTEM.
PRESSURE TEST FORCEMAIN AT 150 PSI. PRESSURE TEST PIPE AND FITTINGS WITHIN VALVE VAULT AND WETWELL.
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EXPi Es 'I- Z6- O
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DRAWING M. 1378SITE CUSTOMER CENTURION DEVELOPMENT SERVICES OMEGA CONTRACTORS, INC.. SHT 2
ENGINEER GW nESCRIPTMN SITE PLAN NOTES P❑ BOX 430
DRAWN BY LP 1 7 -31 -CM REVIEW REVISION LP
DATE 6 -6-02 0 6 -6 -02 ORIGINAL ISSUE LP DUVAALL,. WA 98OS�i OF 1 3
PROJECT
SCALE NTs REV nATE DESCRIPTH N BY HIGHLANDS ESTATES SEWER LIFT STATION 425- 881 -1697 � FAX 425 - 883 -4718
1
2 3 1 4 5 6 7 8
I 2 1 3 4 5 6 7 8
E
GENERAL NOTES
E
SPECIAL CONSTRUCTION NOTES
ITEM
COATING
ONE COAT SERIES 66, 4 -6 ails DFT. 2 COATS 73 URETHANE, 3 -5 Mlls.
PIPING IN WETWELL
SSPC —SP -1D (WHITE BLAST),' COLOR 'GRAY — WHITE.' 2 COATS TNEMEC SERIES 66 HI —BUILD EP ❑X ❑LINE. 3 -5 Mif DFT (EACH COAT).
INTERIOR OF WETWELL
COAT PER CITY OF RENTON WETWELL STANDARD.
EXTERIOR OF WETWELL &VALVE VAULT
ONE COAT TNEMEC 4b -465, 16 -20 rslt DFT ti COAT). SEE SHEET 5 ITEM 30.
PIPING IN VALVE VAULT
SSPC -SP -6 (COMMERCIAL BLAST), COLOR 'NEAR BLACK,' 2 COATS TNEMEC SERIES 66 HI -BUILD EP�XOLINE. 3 -5 Mil DFT (EACH COAT).
D
CITY OF RENTON TO DEVELOP A COLOR SCHEDULE FOR PAINTED ITEMS AFTER AWARD OF CONTRACT,
D
® 3 SETS OF OPERATION & MAINTENANCE MANUALS TO BE PROVIDED.
® STARTUP AND TRAINING OPERATION TO BE PERFORMED IN THE PRESENCE OF THE OWNER AND /OR THE OWNER'S REPRESENTATIVE.
ONE SET OF AS— CONSTRUCTED DRAWINGS TO BE PROVIDED T ❑CITY OF RENTON ENGINEERING DEPARTMENT,
® PROJECT DEVELOPERS TO PROVIDE 5' x 22' EASEMENT ON LOT 18 FOR MCC, HOTBOX, AND VENT.
® LIFT STATION STARTUP AND TESTING SHALL BE PERFORMED BY CONTRACTOR TO DEMONSTRATE FULL OPERATION OF FACILITY BEFORE ACCEPTANCE BY THE CITY OF RENTON,
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ENGINEER LP DESCRIPTION SITE PLAN NOTES PO BOX 430
DATE BY LP
DUVAALL, WA 98019
HATE 6 -6 -02 1 7 -31 -02 ORIGINAL ISSUE LP OF1 3
SCALE NTS REV naTE DESCRIPTION HY PROJECT HIGHLANDS ESTATES SEWER LIFT STATION 425 —BB1 -1697 w FAX 425 -883 -4718
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INTERIOR ❑F VALVE VAULT
ONE COAT SERIES 66, 4 -6 ails DFT. 2 COATS 73 URETHANE, 3 -5 Mlls.
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MATERIALS (REFERENCE SHEETS 3 AND 4)
Q1 SUBMERSIBLE PUMP — 4', 7 i/2 HP, 480V, 3 PHASE, 350 GPM @ 45' TDH ®8' PE DI PIPE, CL52
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.
B� �DATE�
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FLYGT M ❑DEL CP -3127 CANE PUMP WITH RECIRCULATIC3N /FLUSHING VALVE), SUMP PUMP - 1/2 HP, 120V, 1 PH (PAC❑ M ❑DEL ND. PIP701B)
WITH N -TYPE IMPELLER. PR ❑VIDE FLYGT GRIP EYE SYSTEM FQR EACH PUMP. �
® 4' FL QUICK DISC ❑NNECT PUMP BASE AND DISCHARGE ELBQW. ®i 1/2 PVC DISCHARGE LINE WITH -CHECK VALVE, ISOLATION VALVE, AND
FASTEN T❑ C ❑NCRETE B ❑TT ❑M SLAB WITH 3/4' SS ALLTHREAD AND HILTI HY150. DISASSEMBLY UNI ❑N, SCH 40 LS., SCH 80 U.G..
PR ❑VIDE DRQP PIPE INSIDE WETWELL WITH SS STRAP.
® 4' FL x FL DI PIPE - LENGTH AS REQUIRED. EP ❑XY PRIME AND FINISH CLEAT. ®3' PVC SCH 80 VENT LINE
® 4' FL 90 ELL - L ❑LAG RADIUS
� 4` SS G ❑ ❑SENECK WITH SCREENED END AND 8' SQUARE BQTT ❑M FLANGE.
® 4' FL x PE DI PIPE W/ WALL RING - LENGTH AS REQUIRED. C❑VER 3' PVC VENT STUB -UP AND FASTEN T❑ 12' SQUARE BY 12' DEEP COLLAR.
EP ❑XY PRIME AND FINISH C ❑AT IN WETWELL AND VAULT. FINISH T❑ GRADE.
D
®UNIH ❑IST BRACKET T❑ MATCH CITY ❑F RENT ❑N MAN- REMQVAL EQUIPMENT
© 4' MJ SLEEVE - LQNG PATTERN
D
CM ❑DEL N ❑. ZX 10427). INSTALL PER MANUFACTURER'S REC ❑MMENDATI ❑NS.
Q 6' x 4' FL CHECK VALVE (INCREASING) WITH LEVER &WEIGHT ®16' WIDE ALUMINUM LADDER WITH 2' x 318' SIDE RAILS - LENGTH AS REQUIRED.
CM &H M ❑DEL N ❑. IS9). FUSI ❑N B ❑LADED EP ❑XY C ❑ATED INSIDE AND ❑UT. FURNISH BILC❑ ALUMINUM LADDER -UP.
® b' F"L x FL DI PIPE. - LENGTH AS_REQUIRED. EP ❑XY PRIME AND FINISH_CQAT. ®RQLL - ❑UT SAFETY NET (SAFE APPR ❑ACH M ❑DEL 121),
® b' FL PLUG VALVE WITH ❑P NUT CMILLIKEN 601N1). PR ❑VIDE I]NE QP HANDLE.
FUSI ❑N B ❑LADED EPUXY COATED INSIDE AND ❑UT. ®14' WIDE FRP RETRACTABLE LADDER T❑ L ❑WER LEVEL - LENGTH AS REQUIRED
FR ❑M DECK T❑ FILLET LEVEL; 2' x 1/4' SQ FRP TUBING SIDE RAILS AND 1 3/8` FRP
® 6' FL 45 ELL TUBING RUNGS PER ACT DESIGN. PRCtVIDE 4 S.S.. GUIDES AND 1 S.S. HAidGiirc, ALL Wi T H
C
rD 6' FL WYE - LATERAL S.S. ANCHORS. FILLET SHALL HAVE LEVEL AREA AT $ASE ❑F LADDER T❑ ACC❑M ❑BATE '
C
MAINTENANCE WORKER ACCESS T❑ L ❑WER WETWELL.
® 6' FL MAGNETIC FL ❑W METER W1 30' CABLE - REMOTE M ❑UHT READ ❑UT DEVICE � 4' x 5 1/2' ALUMINUM D ❑UBLE -LEAs- HATCH, H -20 RATED. GASKETED, WITH RECESSED
INRTU SECTIQN ❑F MCC. SIGNAL C ❑NVERTER INCLUDES INDICAT ❑R, T ❑TALIZER, P DL ❑CK PR ❑VISIUNS, AND SPRING- ASSIST ❑PEKING. CLW PR ❑3�UCTS) PR ❑VIDE'
AND PR ❑VIDES 4 -20MA AND SCALED DIGITAL PULSE. ❑UTPUTS. SAFETY CHAIN AT EACH ❑PEN END ❑F ACCESS HATCH. ALL HARDWARE &FASTENERS
CDANF ❑SS M ❑DEL N ❑. MAG3100W /5000).
� IN WETWELL SHALL BE TYPE 31b STAINLESS STEEL. ROUTE PVC DRAIN T❑ SUMP,
®b• FL 90 pN T. Wg,
® VALVE VAULT WITH ALUMINUM HATCH (SEE ITEM ®) CAST IN T ❑P SLAB. SET T❑
�� FINISH GRADE. PR ❑VIDE 18' MIN. CI.S. DIM.) SUMP x 18' DEEP WITH MINIMUM 6' REINF ❑RCED
® b' FL x PE DI PIPE W/ WALL RING °LENGTH AS REQUIRED - � !'�' Z. WALL. SEAL BETWEEN SUMP. AND VAULT WITH J ❑FLAT MASTIC AS USED IN VAULT J ❑INTS.
B
EP ❑XY PRIME AND FINISH C ❑ATS. (UTILITY VAULT M ❑DEL N ❑. 810LA). PAINT• I.S. WALLS & CEILINGS 2 CDATS
B
•o � TNEMEC SERIES 161 EP ❑XY @ 3 -5 MAs. ❑.S.� 1 C ❑AT TNEMEC 46 -465 @ 16 Mtls.
® 8` FL x PE DI PIPE - LENGTH AS REQUIRED. �' j�i38�.rg��'4 t�
45� BEVEL ❑N PE - EP ❑XY PRIME AND FINISH CQATS. � �G � 108' DIAMTER WETWELL -SET T❑ FINISH GRADES FLAT SLAB TQP - H -20 RATED WITH
ALUMINUM HATCH CiTEM ®) CAST IN. C ❑AT INSIDE PER CITY ❑F RENT ❑N WETWELL
� 8' FL TEE - INSIDE DR ❑P C ❑NN s ?- 26 -b�1 STANDARD. C ❑AT ❑UTSIDE WITH TNEMEC 46 -465 Cl C ❑AT).
® 8' FL x PE DI PIPE - EP ❑XY PRIME AND C ❑AT INSIDE - WETWELL � ELECTRICAL HANDH ❑LE -SET FLUSH T❑ GRADE, PR ❑VIDE ❑NE F ❑R £ ❑NTR ❑L WIRING AND
❑NE F ❑R P ❑WER WIRING. tUTILiTY VAULT M ❑DEL N ❑. 233LA WITH N ❑. 23 -243bP C ❑VER).
® 8' MJ GATE VALVE - RESILIENT SEAT -WITH VALVE B ❑X AND
❑P NUT EXTENSI ❑N T❑ WITHIN 24' ❑F GRADE CMBH M ❑DEL N ❑. 4067 -13). � M ❑T ❑R C ❑NTRQL CENTER -SEE ELECTRICAL DRAWINGS.
A
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nRAVINGNO, 13�esIrE cus-roriER CENTURIQN DEVELQPMENT SERVICES ❑MEGA CC�NTRACTGRS, INC. sHT S
ENGINEER.
Gkl nESCRIPTIma MATERIALS LIST Pt7 B ❑X 430
DRAVNHY LP 1 7 -31 -02 REVIEVREVISION LP DUVAALL, WA 98019
DATE '6 -6 -02 0 6 -6 -02 ORIGINAL ISSUE LP OF
scALE Nrs REV nATE nESCRIPnaN aY PRO.IECT HIGHLANDS ESTATES SEWER .LIFT STATI❑N 425- 881 -169.2 � FAX 425 - 883 -4718 i 3
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1 1 2 1 3 4 5 6 7 8
MATERIALS, CONT'D (REFERENCE SHEETS 3 AND 4)
E
® HOTBOX* (MFG) AND 3/4' WATER SERVICE WITH BACKFLOW PREVENTERNE ® ALL BACKFILL AROUND VAULT AND WETWELL STRUCTURE TO BE COMPACTED TO 957.
E
(FEBCO 880), STRAINER, AND HOSE BIB. APROVIDE PER RENTON CITY STANDARDS.
® 3/4' x 50' HOSE, ADJUSTABLE BRASS NOZZLE, AND GALVANIZED HANGER RACK. ® ALL FASTENING HARDWARE IN WETWELL TO BE 316 STAINLESS STEEL.
® 0 -6D PSI PRESSURE GAUGE WITH DIAPHRAGM SEAL AND ISOLATION VALVE.
PROVIDE 1/2' BRASS PIPING TO CONNECTION POINT ON DISCHARGE PIPING.
ONE EACH PUMP.
CONCRETE THRUST WALL - #4 @ 12' E.W. 1'0' MIN. THICKNESS. f'c 3KSL
D
6' STAND -ON (MODEL NO. S92) PIPE SUPPORT. FASTEN TO FLOOR SLAB.
D
6' PVC PIPE STILLING WELL FOR TRANSDUCER - BEVEL TO FIT FILLET SLOPE.
ATTACH BACKUP FLOATS TO STILLING WELL WITH S.S. CLAMPS.
® FIBERGLASS DECKING DOUBLE 6' x 15/8' CHANNEL SUPPORT MEMBERS,
3'x3'x3/8' ANGLE TO FIT WALL RADIUS, AND 1112' GRIT SURFACED GRATING -
ALL GRAY IN COLOR. 112' S.S. WALL ANCHORS. (PER ACT (MFG) DETAIL.)
® EXPLOSION -PROOF LIGHT - 150W - SEE ELECTRICAL DETAILS.
<APPLETON MODEL NO. AAU15N)
C
C
® PROVIDE 42' HIGH FIBERGLASS SAFETY RAIL WITH KICK PLATE. PROVIDE
VERTICAL SUPPORT 2' OPENING FOR ACCESS TO LOWER LADDER
WITH REMOVABLE 1/4' S.S. CHAIN WITH EYES AND
SNAPHOOKS'AT 36' ABOVE GRATING FOR FALL PROTECTION
PROVIDE CONCRETE FILLET.
© 2' S.S. SCH 40 GUIDE RAILS.
® FIBERGLASS UNISTRUT USED AS FLOAT HANGAR BRACKET. ®�
B
g
B
FRP LADDER, 2' SO SIDE RAILS, 13/8' TUBING RUNGS, & FRP CLIPS W/ S.S. L7
HARDWARE.
FLYGT FIBERGLASS PUMP BASIN, MODEL TOP 150. APPROVED G'ts7'Sg
Gt
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® 6' FL COUPLING ADAPTER WITH TWO 5/8' TIE RODS.
B = DATE g WMES
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CUSTOMER CENTURION DEVELOPMENT SERVICES
OMEGA CONTRACTORS, INC,
sHT %
DRAWING No. 1378SITE
ENGINEER GW
DESCRIPTION MATERIALS LIST — CONT'D
PO BOX 430
DUVAALL, WA 98019
DRAWN BY LP
1
7 -31 -02
REVIEW REVISION
LP
DATE 6-6 -02
SCALE NTS
0
REV
6-6 -02
RATE
ORIQNAL ISSUE
DESCRIPTION
LP
]MY
PROJECT HIGHLANDS ESTATES SEWER LIFT STATION
425 —.881 -1697 w ... FAX 425 - 883 -4718.
OF 1 3
1
2 1 3 1 4 5 1 6 1 7 1 8
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10001
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NOTES
A DEDICATE RECEPTACLE FOR SUMP PUMP- -LABEL SUMP PUMP ONLY.
ALL EQUIPMENT WITHIN WETWELL AND HANDHOLES TO BE RATED FOR EXPLOSION - PRO ❑F.
UNDERGROUNDi SCH 40 PVC CONDUIT (RGS TO 5' FROM STRUCTURES. WRAP WITH 2OML TAPE.)
HANDHOLE UTILITY VAULT MODEL NO. 233LA W/ COVER. OPEN BOTTOM FOR DRAINAGAE.
® LIMIT SWITCH TO ACTIVATE MCC INTERIOR LIGHT.
INTRUSION LIMIT SWITCH: SIEMENS MODEL NO. 3SE03ARi.
® FLOOD ALARM SWITCH,. OMEGA ENGINEERING MODEL NO. LV -10, MOUNT 2' ABOVE VAULT FLOOR,
CHECK VALVE LIMIT SWITCH: SIEMENS MODEL NO. 3SE03ARi.
HOTBOX, HOTBOX MODEL NO. HB75,
A 112 HP SUMP PUMP- PAC❑ MODEL NO. PIP701B WITH LEVEL CONTROL FLOAT.
® EXPLOSION -PROOF LIGHT FIXTURE., APPLETON MODEL NO. AAU15N.
® MAGNETIC FLOWMETER WITH DISPLAY UNIT MOUNTED ADJACENT TO RTU.
® KPSI WETWELL LEVEL TRANSMITTER MODEL 720 -140 -00010 -009 WITH UNSPLICED CABLE
TO HH2, CABLE HANGAR, AND VAPOR BARRIER WITH ANEROID BELLOWS MODEL 815,
1/2' PNL L
2 #12,1 #12G MCC
HOTBOX 1/2' PNL L
VALVE #12 1 #12G
VAULT 810LA
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Is � DUVAALL, WA 98019 of 13
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2. SEE SHEET C -21 FOR CITY OF RENTON STANDARD DETAILS.
100
3. SEE SHEET C -8 OF ROAD & STORM DRAWINGS FOR ROADWAY ALIGNMENT CONTROL.
4. ALL SANITARY SIDE SEWERS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% AND
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5. SEE SHEET C -3 OF ROAD & STORM DRAWINGS FOR LOT GEOMETRY AND DIMENSIONING.
6. SANITARY SEWER LIFT STATION CONSTRUCTION DRAWINGS WILL BE PREPARED BY
SEPARATE CONTRACT.
7. WATER SYSTEM CONSTRUCTION DRAWINGS WILL PREPARED BY ROTH HILL ENGINEERING
PARTNERS, INC.
8. CHANNEL MANHOLE TO FLOW TO LIFT STATION AND INSTALL TEMPORARY PLUG FOR
FUTURE 8" PVC TO WEST.
9. ALL SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS OTHERWISE
INDICATED.
10. SANITARY SEWER FORCE MAIN SHALL BE CONSTRUCTED WITH A MINIMUM COVER OF 48"
AND SLOPE UP TO THE EXISTING MANHOLE AT A MINIMUM GRADE OF 0.50 %.
OF RNTON
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407.0
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407.9
29
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ALL SANITARY SIDE SEWER I.E. ASSUME 2% SLOPE
NOTES:
1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH CITY OF RENTON STANDARD
PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, MAY 1997.
2. SEE SHEET C -21 FOR CITY OF RENTON STANDARD DETAILS.
100
3. SEE SHEET C -8 OF ROAD & STORM DRAWINGS FOR ROADWAY ALIGNMENT CONTROL.
4. ALL SANITARY SIDE SEWERS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% AND
EXTEND 6' INTO LOT.
5. SEE SHEET C -3 OF ROAD & STORM DRAWINGS FOR LOT GEOMETRY AND DIMENSIONING.
6. SANITARY SEWER LIFT STATION CONSTRUCTION DRAWINGS WILL BE PREPARED BY
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7. WATER SYSTEM CONSTRUCTION DRAWINGS WILL PREPARED BY ROTH HILL ENGINEERING
PARTNERS, INC.
8. CHANNEL MANHOLE TO FLOW TO LIFT STATION AND INSTALL TEMPORARY PLUG FOR
FUTURE 8" PVC TO WEST.
9. ALL SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS OTHERWISE
INDICATED.
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AND SLOPE UP TO THE EXISTING MANHOLE AT A MINIMUM GRADE OF 0.50 %.
OF RNTON
FOR CON WARNING:
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410 - -- - - -- - _..
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SCALE: 1" = 50' HOR.
1" = 5' VER.
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WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY
DEPTH UNKNOWN
S- CALL 1- 800 - 424 -5555
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399. 2 f
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0 14, TWN. 23 N., R 5E. W.M.
KING COUNTY, WASHINGTON
R/N MFASEC71101
$E 1}61N ST. STA- 3512.69 fifta-
R/W INTERSECTION
SE 136TH ST. STA. 36 +53.67 =
154TH AVE., SE STA. 56 +65.36
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I.E. 398ri 3, S =A: , Qa2T
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.................. I I
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VICINITY MAP
SCALE: 1 " =1.5 MILES
SANITARY SEWER LOT STUBS
LOT NO. LENGTH i.E. MIN. F.F. LOT NO. LENGTH i.E. MIN. F. F.
1 31 407.47 411.4 31 17 399.50 406.6
2 31 407.59 413.4 32 29 400.97 407.0
3 31 407.79 413.9 33 30 402.88 407.9
4 31 407.97 415.1 34 30 404.79 409.3
5 31 409.06 415.7 35 30 406.69 411.4
6 31 410.92 416.0 36 30 408.91 412.9
7 31 412.78 416.9 37 30 411.04 415.1
8 31 414.63 418.7 38 30 413.16 420.8
9 31 416.20 420.2 39 30 415.29 422.2
10 31 418.44 422.5 40 30 417.41 423.1
11 29 413.42 417.7 41 41 422.31 426.3
12 30 407.14 411.2 42 15 40 7. 75 411.8
13 30 404.99 409.0 43 15 406.84 410.8
14 30 402.66 407.4 44 15 404.73 408.7
15 30 400.34 406.4 45 15 402.64 407.5
16 21 397.81 405.8 46 15 400.32 406.5
17 16 396.73 401.2 47 25 396.62 403.1
18 13 391.11 400.5 48 25 395.14 402.2
19 14 388.45 392.5 49 25 394.67 401.2
20 12 388.80 392.8 50 25 394.20 401.6
21 20 391.56 395.6 51 25 394.09 401.4
22 25 393.83 397.8 52 25 395.79 403.5
23 20 394.52 401.6 53 11 398.65 404.0
24 20 395.54 402.7 54 17 398.75 404.0
25 20 396.46 403.6 55 25 397.22 403.5
26 20 397.23 404.6 56 25 397.64 405.1
27 20 397.75 405.4 57 15 402.03 407.0
28 20 398.27 406.3 58 15 403.94 407.9
29 24 399.14 406.3 59 15 405.85 409.8
30 24 399.10 406.7
ALL SANITARY SIDE SEWER I.E. ASSUME 2% SLOPE
NOTES: 15 301;71 VA
1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH CITY OF RENTON STANDARD
PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, MAY 1997.
2. SEE SHEET C -21 FOR CITY OF RENTON STANDARD DETAILS.
50 25 0 50 100
i.K. J .' N 3 .7 - - 0 3
I.E. 399. W 30A. 33
- - -- - - - - - --
i
3. SEE SHEET C -8 OF ROAD & STORM DRAWINGS FOR ROADWAY ALIGNMENT CONTROL.
4. ALL SANITARY SIDE SEWERS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% AND
EXTEND 6' INTO LOT.
5. SEE SHEET C -3 OF ROAD do STORM DRAWINGS FOR LOT GEOMETRY AND DIMENSIONING.
6. SANITARY SEWER LIFT STATION CONSTRUCTION DRAWINGS WILL BE PREPARED BY
SEPARATE CONTRACT.
7. WATER SYSTEM CONSTRUCTION DRAWINGS WILL PREPARED BY ROTH HILL ENGINEERING
PARTNERS, INC.
8. CHANNEL MANHOLE TO FLOW TO LIFT STATION AND INSTALL TEMPORARY PLUG FOR
FUTURE 8" PVC TO WEST.
9, ALL SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS OTHERWISE
INDICATED.
10, SANITARY SEWER FORCE MAIN SHALL BE CONSTRUCTED WITH A MINIMUM COVER OF 48"
AND SLOPE UP TO THE EXISTING MANHOLE AT A MINIMUM GRADE OF 0.50%.
WARNING;
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY
DEPTH UNKNOWN
CALL 1 -800- 424 -5555
J.? 7 13 C` = ►6,170r SCANNFID SFP 1 91 21P2
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399. 2 f
w L Os IoP .1o' 7
0 14, TWN. 23 N., R 5E. W.M.
KING COUNTY, WASHINGTON
R/N MFASEC71101
$E 1}61N ST. STA- 3512.69 fifta-
R/W INTERSECTION
SE 136TH ST. STA. 36 +53.67 =
154TH AVE., SE STA. 56 +65.36
6
438 44
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SS M #12
STA. 36+48.80, 5.W RT. ��- = - •
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I.E. 398ri 3, S =A: , Qa2T
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STA. 50 +00.00
.................. I I
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SCALE: 1 " =1.5 MILES
SANITARY SEWER LOT STUBS
LOT NO. LENGTH i.E. MIN. F.F. LOT NO. LENGTH i.E. MIN. F. F.
1 31 407.47 411.4 31 17 399.50 406.6
2 31 407.59 413.4 32 29 400.97 407.0
3 31 407.79 413.9 33 30 402.88 407.9
4 31 407.97 415.1 34 30 404.79 409.3
5 31 409.06 415.7 35 30 406.69 411.4
6 31 410.92 416.0 36 30 408.91 412.9
7 31 412.78 416.9 37 30 411.04 415.1
8 31 414.63 418.7 38 30 413.16 420.8
9 31 416.20 420.2 39 30 415.29 422.2
10 31 418.44 422.5 40 30 417.41 423.1
11 29 413.42 417.7 41 41 422.31 426.3
12 30 407.14 411.2 42 15 40 7. 75 411.8
13 30 404.99 409.0 43 15 406.84 410.8
14 30 402.66 407.4 44 15 404.73 408.7
15 30 400.34 406.4 45 15 402.64 407.5
16 21 397.81 405.8 46 15 400.32 406.5
17 16 396.73 401.2 47 25 396.62 403.1
18 13 391.11 400.5 48 25 395.14 402.2
19 14 388.45 392.5 49 25 394.67 401.2
20 12 388.80 392.8 50 25 394.20 401.6
21 20 391.56 395.6 51 25 394.09 401.4
22 25 393.83 397.8 52 25 395.79 403.5
23 20 394.52 401.6 53 11 398.65 404.0
24 20 395.54 402.7 54 17 398.75 404.0
25 20 396.46 403.6 55 25 397.22 403.5
26 20 397.23 404.6 56 25 397.64 405.1
27 20 397.75 405.4 57 15 402.03 407.0
28 20 398.27 406.3 58 15 403.94 407.9
29 24 399.14 406.3 59 15 405.85 409.8
30 24 399.10 406.7
ALL SANITARY SIDE SEWER I.E. ASSUME 2% SLOPE
NOTES: 15 301;71 VA
1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH CITY OF RENTON STANDARD
PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, MAY 1997.
2. SEE SHEET C -21 FOR CITY OF RENTON STANDARD DETAILS.
50 25 0 50 100
i.K. J .' N 3 .7 - - 0 3
I.E. 399. W 30A. 33
- - -- - - - - - --
i
3. SEE SHEET C -8 OF ROAD & STORM DRAWINGS FOR ROADWAY ALIGNMENT CONTROL.
4. ALL SANITARY SIDE SEWERS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% AND
EXTEND 6' INTO LOT.
5. SEE SHEET C -3 OF ROAD do STORM DRAWINGS FOR LOT GEOMETRY AND DIMENSIONING.
6. SANITARY SEWER LIFT STATION CONSTRUCTION DRAWINGS WILL BE PREPARED BY
SEPARATE CONTRACT.
7. WATER SYSTEM CONSTRUCTION DRAWINGS WILL PREPARED BY ROTH HILL ENGINEERING
PARTNERS, INC.
8. CHANNEL MANHOLE TO FLOW TO LIFT STATION AND INSTALL TEMPORARY PLUG FOR
FUTURE 8" PVC TO WEST.
9, ALL SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS OTHERWISE
INDICATED.
10, SANITARY SEWER FORCE MAIN SHALL BE CONSTRUCTED WITH A MINIMUM COVER OF 48"
AND SLOPE UP TO THE EXISTING MANHOLE AT A MINIMUM GRADE OF 0.50%.
WARNING;
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY
DEPTH UNKNOWN
CALL 1 -800- 424 -5555
J.? 7 13 C` = ►6,170r SCANNFID SFP 1 91 21P2
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RENTON,
c L-7 t ji
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399. 2 f
w L Os IoP .1o' 7
0 14, TWN. 23 N., R 5E. W.M.
KING COUNTY, WASHINGTON
R/N MFASEC71101
$E 1}61N ST. STA- 3512.69 fifta-
R/W INTERSECTION
SE 136TH ST. STA. 36 +53.67 =
154TH AVE., SE STA. 56 +65.36
6
438 44
+W
SS M #12
STA. 36+48.80, 5.W RT. ��- = - •
T.E. 433.94
LE. 425.94 W
•'
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I.E. 398:�639�. ��
4W LF Ir PVC
I.E. 398ri 3, S =A: , Qa2T
154TH AVE. SE I 30' I 30'
STA. 50 +00.00
.................. I I
it
1
1'
f:
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-
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I
r _
�vr, r
VICINITY MAP
SCALE: 1 " =1.5 MILES
SANITARY SEWER LOT STUBS
LOT NO. LENGTH i.E. MIN. F.F. LOT NO. LENGTH i.E. MIN. F. F.
1 31 407.47 411.4 31 17 399.50 406.6
2 31 407.59 413.4 32 29 400.97 407.0
3 31 407.79 413.9 33 30 402.88 407.9
4 31 407.97 415.1 34 30 404.79 409.3
5 31 409.06 415.7 35 30 406.69 411.4
6 31 410.92 416.0 36 30 408.91 412.9
7 31 412.78 416.9 37 30 411.04 415.1
8 31 414.63 418.7 38 30 413.16 420.8
9 31 416.20 420.2 39 30 415.29 422.2
10 31 418.44 422.5 40 30 417.41 423.1
11 29 413.42 417.7 41 41 422.31 426.3
12 30 407.14 411.2 42 15 40 7. 75 411.8
13 30 404.99 409.0 43 15 406.84 410.8
14 30 402.66 407.4 44 15 404.73 408.7
15 30 400.34 406.4 45 15 402.64 407.5
16 21 397.81 405.8 46 15 400.32 406.5
17 16 396.73 401.2 47 25 396.62 403.1
18 13 391.11 400.5 48 25 395.14 402.2
19 14 388.45 392.5 49 25 394.67 401.2
20 12 388.80 392.8 50 25 394.20 401.6
21 20 391.56 395.6 51 25 394.09 401.4
22 25 393.83 397.8 52 25 395.79 403.5
23 20 394.52 401.6 53 11 398.65 404.0
24 20 395.54 402.7 54 17 398.75 404.0
25 20 396.46 403.6 55 25 397.22 403.5
26 20 397.23 404.6 56 25 397.64 405.1
27 20 397.75 405.4 57 15 402.03 407.0
28 20 398.27 406.3 58 15 403.94 407.9
29 24 399.14 406.3 59 15 405.85 409.8
30 24 399.10 406.7
ALL SANITARY SIDE SEWER I.E. ASSUME 2% SLOPE
NOTES: 15 301;71 VA
1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH CITY OF RENTON STANDARD
PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, MAY 1997.
2. SEE SHEET C -21 FOR CITY OF RENTON STANDARD DETAILS.
50 25 0 50 100
i.K. J .' N 3 .7 - - 0 3
I.E. 399. W 30A. 33
- - -- - - - - - --
i
3. SEE SHEET C -8 OF ROAD & STORM DRAWINGS FOR ROADWAY ALIGNMENT CONTROL.
4. ALL SANITARY SIDE SEWERS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% AND
EXTEND 6' INTO LOT.
5. SEE SHEET C -3 OF ROAD do STORM DRAWINGS FOR LOT GEOMETRY AND DIMENSIONING.
6. SANITARY SEWER LIFT STATION CONSTRUCTION DRAWINGS WILL BE PREPARED BY
SEPARATE CONTRACT.
7. WATER SYSTEM CONSTRUCTION DRAWINGS WILL PREPARED BY ROTH HILL ENGINEERING
PARTNERS, INC.
8. CHANNEL MANHOLE TO FLOW TO LIFT STATION AND INSTALL TEMPORARY PLUG FOR
FUTURE 8" PVC TO WEST.
9, ALL SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS OTHERWISE
INDICATED.
10, SANITARY SEWER FORCE MAIN SHALL BE CONSTRUCTED WITH A MINIMUM COVER OF 48"
AND SLOPE UP TO THE EXISTING MANHOLE AT A MINIMUM GRADE OF 0.50%.
WARNING;
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY
DEPTH UNKNOWN
CALL 1 -800- 424 -5555
J.? 7 13 C` = ►6,170r SCANNFID SFP 1 91 21P2
CJ
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c L-7 t ji
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399. 2 f
w L Os IoP .1o' 7
0 14, TWN. 23 N., R 5E. W.M.
KING COUNTY, WASHINGTON
R/N MFASEC71101
$E 1}61N ST. STA- 3512.69 fifta-
R/W INTERSECTION
SE 136TH ST. STA. 36 +53.67 =
154TH AVE., SE STA. 56 +65.36
6
438 44
+W
SS M #12
STA. 36+48.80, 5.W RT. ��- = - •
T.E. 433.94
LE. 425.94 W
•'
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LE +i-}9@- S
1 °jkx�
I.E. 398:�639�. ��
4W LF Ir PVC
I.E. 398ri 3, S =A: , Qa2T
154TH AVE. SE I 30' I 30'
STA. 50 +00.00
.................. I I
it
1
1'
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-
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I
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�vr, r
VICINITY MAP
SCALE: 1 " =1.5 MILES
SANITARY SEWER LOT STUBS
LOT NO. LENGTH i.E. MIN. F.F. LOT NO. LENGTH i.E. MIN. F. F.
1 31 407.47 411.4 31 17 399.50 406.6
2 31 407.59 413.4 32 29 400.97 407.0
3 31 407.79 413.9 33 30 402.88 407.9
4 31 407.97 415.1 34 30 404.79 409.3
5 31 409.06 415.7 35 30 406.69 411.4
6 31 410.92 416.0 36 30 408.91 412.9
7 31 412.78 416.9 37 30 411.04 415.1
8 31 414.63 418.7 38 30 413.16 420.8
9 31 416.20 420.2 39 30 415.29 422.2
10 31 418.44 422.5 40 30 417.41 423.1
11 29 413.42 417.7 41 41 422.31 426.3
12 30 407.14 411.2 42 15 40 7. 75 411.8
13 30 404.99 409.0 43 15 406.84 410.8
14 30 402.66 407.4 44 15 404.73 408.7
15 30 400.34 406.4 45 15 402.64 407.5
16 21 397.81 405.8 46 15 400.32 406.5
17 16 396.73 401.2 47 25 396.62 403.1
18 13 391.11 400.5 48 25 395.14 402.2
19 14 388.45 392.5 49 25 394.67 401.2
20 12 388.80 392.8 50 25 394.20 401.6
21 20 391.56 395.6 51 25 394.09 401.4
22 25 393.83 397.8 52 25 395.79 403.5
23 20 394.52 401.6 53 11 398.65 404.0
24 20 395.54 402.7 54 17 398.75 404.0
25 20 396.46 403.6 55 25 397.22 403.5
26 20 397.23 404.6 56 25 397.64 405.1
27 20 397.75 405.4 57 15 402.03 407.0
28 20 398.27 406.3 58 15 403.94 407.9
29 24 399.14 406.3 59 15 405.85 409.8
30 24 399.10 406.7
ALL SANITARY SIDE SEWER I.E. ASSUME 2% SLOPE
NOTES: 15 301;71 VA
1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH CITY OF RENTON STANDARD
PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, MAY 1997.
2. SEE SHEET C -21 FOR CITY OF RENTON STANDARD DETAILS.
50 25 0 50 100
i.K. J .' N 3 .7 - - 0 3
I.E. 399. W 30A. 33
- - -- - - - - - --
i
3. SEE SHEET C -8 OF ROAD & STORM DRAWINGS FOR ROADWAY ALIGNMENT CONTROL.
4. ALL SANITARY SIDE SEWERS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% AND
EXTEND 6' INTO LOT.
5. SEE SHEET C -3 OF ROAD do STORM DRAWINGS FOR LOT GEOMETRY AND DIMENSIONING.
6. SANITARY SEWER LIFT STATION CONSTRUCTION DRAWINGS WILL BE PREPARED BY
SEPARATE CONTRACT.
7. WATER SYSTEM CONSTRUCTION DRAWINGS WILL PREPARED BY ROTH HILL ENGINEERING
PARTNERS, INC.
8. CHANNEL MANHOLE TO FLOW TO LIFT STATION AND INSTALL TEMPORARY PLUG FOR
FUTURE 8" PVC TO WEST.
9, ALL SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS OTHERWISE
INDICATED.
10, SANITARY SEWER FORCE MAIN SHALL BE CONSTRUCTED WITH A MINIMUM COVER OF 48"
AND SLOPE UP TO THE EXISTING MANHOLE AT A MINIMUM GRADE OF 0.50%.
WARNING;
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY
DEPTH UNKNOWN
CALL 1 -800- 424 -5555
J.? 7 13 C` = ►6,170r SCANNFID SFP 1 91 21P2
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GENERAL AND SPECIAL NOTES TO CONSTRUCTION
(DPRE-CONSTRUICTION CONFERENCE,
A PRE - -CONSTRUCTION CONFERENCE AND TWENTY --FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION,
(2) CITY OF RENTON TO PERFORM CONSTRUCTION INSPECTIONS AS REDUIRED PER CITY OF RENTOIN STANDARDS,
G H--20 RATINGS ALL STRUCTURES, .MANHOLES, VAULTS, HANDHOLES, LIDS, COVERS, AND ACCESS HATCHES INSTALLED ON THIS PROJECT SHALL BE H -20 TRAFFIC RATED,
(3) FORCE MAIN TO HAVE POSITIVE SLOPE AWAY FROM VALVE VAULT FOR FULL LENGTH OF FORCEMAIN,
+( ISOLATION VALVE (8' MJ RESILIENT SEAT GATE VALVE WITH OPERATOR EXTENSION) TO WITHIN 3' OF GRADE,
(6) SLOPE DOWN GRADE TO WEST FOR FUTURE OUTFALL --- PROVIDE TEMPORARY PLUG. (SEE APPROVED SANITARY SEWER DRAWINGS,)
0 SEWER CONNECTION FOR LOT 1911
8 3' SCH, 80 PVC WETWELL VENT, TERMINATE 1 FOOT ABOVE GRADE WITH 4' SS RISER AND SCREENED END GOOSENECK.
SECURE 4' SS IN CONCRETE COLLAR, FINISH COLLAR TO GRADE.
* (9) YAGI ANTENNA ON 2 112' GALVANIZED PIPE MAST (12') WITH LADDER BRACKET,
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� @ (DELETED)
REDUCE TO 1' GALVANIZED FOR ANTENNA MOUNT,
w 0 MCC ON 3' -9" :x .13' --3' x 1' CONCRETE PAD, #4 REINF, @ 12' EW, 4' ABOVE GRADE.
( 1 112 SUMP PUMP DISCHARGE LINE- -SCH. 40 PVC (I,S,) WITH CHECK VALVE, UNION, & ISOLATION VALVE (SCH, 80 O.S. VAULT).
0 4' DIA, GALV, PIPE BOLLARD - 3' BURY - 3' ABOVE GRADE, PAINT SAFETY YELLOW,
@ AREA INSIDE ELECTRICAL HANDHOLES AND WETWELL REQUIRES EXPLOSION -- PROOF ELECTRICAL WIRING AND EQUIPMENT PER ELECTRICAL CODE.
+@ ALL FLANGED CONNECTIONS IN WETWELL TO HAVE S,S. FASTENERS,
() ALL WIRE TO BE COPPER CONDUCTOR. INSULATION TO BE SUITABLE TO APPLICATION PER NEC,
0 SUBMITTAL. INFORMATION FOR EQUIPMENT SHALL BE PROVIDED TO THE CITY OF RENTON FOR THEIR REVIEW AND APPROVAL,
() DUCTILE IRON FORCE MAIM TO BE CLASS 52 WITH DUCTILE IRON FITTINGS.
PROVIDE PADLOCKS FOR HATCHES TO MATCH EXISTING CITY SECURITY SYSTEM,
PRESSURE TEST FORCEMAIN AT 150 PSI. PRESSURE TEST PIPE AND FITTINGS WITHIN VALVE VAULT AND WETWELL,
IKAS -BUILT CHANGE FROM ORIGINAL. DESIGN,
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37
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GENERAL NOTES
SPECIAL CONSTRUCTION NOTES
0 1 ITEM COATING
PIPING IN
WETWELL
SSPC -SP -10 (WHITE BLAST), COLOR
'GRAY - WHITE,' 2 COATS TNEMEC SERIES 66 HI -BUILD EPDXOLINE. 3--5 rail DFT (EACH COAT).
INTERIOR
OF WETWELL
COAT WITH RAVEN 405 EPDXY WITH
A -10 PRIMER.
EXTERIOR OF WETWELL & VALVE VAULT ONE COAT TNEMEC 46-465,16-20 rail DFT (1 COAT), SEE SHEET 5 ITEM 30,
PIPING IN VALVE VAULT SSPC- -SP -6 (COMMERCIAL BLAST), COLOR 'NEAR BLACK.' 2 COATS TNEMEC SERIES 66 HI- -BUILD EPDXOLINE. 3 -5 rail DFT (EACH COAT).
INTERIOR OF VALVE VAULT ONE COAT SERIES 66, 4 -6 nits DFT. 2 COATS 73 URETHANE, 3--5 ails,
CITY OF RENTON TO DEVELOP A COLOR SCHEDULE FOR PAINTED ITEMS AFTER AWARD OF CONTRACT.
0 3 SETS OF OPERATION g MAINTENANCE MANUALS TO BE PROVIDED,
STARTUP AND TRAINING OPERATION TO BE PERFORMED IN THE PRESENCE OF THE OWNER AND /OR THE OWNER'S REPRESENTATIVE.
ONE SET OF AS-- CONSTRUCTED DRAWINGS TO BE PROVIDED TO CITY OF RENTON ENGINEERING DEPARTMENT.
PROJECT DEVELOPERS TO PROVIDE 5' x 22' EASEMENT ON LOT le FOR MCC, HOTBOX, AND VENT.
LIFT STATION STARTUP AND TESTING SHALL BE PERFORMED BY CONTRACTOR TO DEMONSTRATE FULL OPERATION OF FACILITY BEFORE ACCEPTANCE BY THE CITY OF RENTON.
)K@ YARD LIGHT --- PROVIDED BY CITY OF RENTON.
WAS -BUILT CHANGE FROM ORIGINAL DESIGN,
Book= IR OF
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x MATERIALS (REFERENCE SHEETS 5 AND 6)
(DSUBMERSIBLE PUMP - 48, 7 112 HP, 480V, 3 PHASE, 350 GPM C 45' TDH .
FLYGT MODEL CP -3127 (ONE PUMP WITH RECIRCULATION / FLUSHING VALVE),
WITH N--TYPE IMPELLER. PROVIDE FLYGT GRIP EYE SYSTEM FOR EACH PUMP,
4' FL QUICK DISCONNECT PUMP
BASE
AND
DISCHARGE ELBOW,
FASTEN TO CONCRETE BOTTOM
SLAB
WITH
3/4' SS ALLTHREAD AND HILTI HY150,
(3) 4' FL x FL DI PIPE -- LENGTH AS REQUIRED, EPDXY PRIME AND FINISH COAT,
(A) 4' FL 90 ELL -LONG RADIUS
x 6' FL x PE DI
PIPE W/ WALL RING
- LENGTH
AS REQUIRED,
EPDXY PRIME
AND FINISH COAT IN
WETWELL
AND VAULT,
w (6) 6' x 4' MJ BELL REDUCER
x 6' FL CHECK VALVE (INCREASING) WITH LEVER & WEIGHT
(M &H MODEL NO. 159), FUSION BONDED EPDXY COATED INSIDE AND OUT,
Q
6'
FL
x FL DI PIPE - LENGTH AS REQUIRED, EPDXY PRIME AND FINISH COAT,
Q
6'
FL
PLUG VALVE WITH OP NUT (MILLIKEN 601N1), PROVIDE LINE OP HANDLE,
EPDXY PRIME
FUSION
BONDED EPDXY COATED INSIDE AND OUT,
6'
FL
45 ELL
Q
6'
FL
WYE - LATERAL
6' FL MAGNETIC FLOW METER W/ 30' CABLE - REMOTE MOUNT READOUT DEVICE
IN RTU SECTION OF MCC, SIGNAL CONVERTER INCLUDES INDICATOR, TOTALIZER,
AND PROVIDES 4 -2OmA AND SCALED DIGITAL PULSE OUTPUTS,
(DANFOSS MODEL NO. MAG310OW /5000). .,.Iii IJL
06'FL90
6' FL x PE DI PIPE W1 WALL RING - LENGTH AS REQUIRED -
EPDXY PRIME AND FINISH COATS,
8' FL x PE
DI
PIPE
- LENGTH AS
REQUIRED,
450 BEVEL
ON
PE -
EPDXY PRIME
AND FINISH COATS,
0 8' FL TEE - INSIDE DROP CNN
0 8' FL x PE DI PIPE -EPDXY PRIME AND CHAT INSIDE WETWELL,
8' MJ GATE VALVE -- RESILIENT SEAT - WITH VALVE BOX AND
OP NUT EXTENSION TO WITHIN 24' OF GRADE (M &H MODEL NO. 4067 -13)8
JWAS- -BUILT CHANGE FROM ORIGINAL DESIGN,
"m
() 8" PE DI PIPE, CL52
SUMP PUMP - 1/2 HP, 120V, 1 PH (PACO MODEL NO. PIP701B)
1 112 PVC DISCHARGE LINE WITH CHECK VALVE, ISOLATION VALVE, AND
DISASSEMBLY UNION, SCH 40 I.S,, SCH 80 U.G„
PROVIDE DROP PIPE INSIDE WETWELL WITH SS STRAP,
0 3' PVC SCH 80 VENT LINE
90 4' SS GOOSENECK WITH SCREENED END AND 12' SQUARE BOTTOM FLANGE,
COVER 3' PVC /ENT STUB -UP AND FASTEN TO MCC BASE SLAB.
UNIHOIST BRACKET TO MATCH CITY OF RENTON MAN - REMOVAL EQUIPMENT
(MODEL NO. ZX 10427), INSTALL PER MANUFACTURER'S RECOMMENDATIONS,
16' WIDE ALUMINUM LADDER WITH 2' x 3/8' SIDE RAILS - LENGTH AS REQUIRED,
FURNISH BILCO ALUMINUM LADDER- -UP,
0 ROLL-OUT SAFETY NET (SAFE APPROACH MODEL 121),
14' WIDE FRP RETRACTABLE LADDER TO LOWER LEVEL - LENGTH AS REQUIRED
FROM DECK TO FILLET LEVEL. 2' x 1/4' SO FRP TUBING SIDE RAILS AND 1 3/8' FRP
TUBING RUNGS PER ACT DESIGN, PROVIDE 4 S.S, GUIDES AND 1 S.S. HANGAR, ALL WITH
S,S, ANCHORS. FILLET SHALL HAVE LEVEL AREA AT BASE OF LADDER TO ACCOMODATE
MAINTENANCE WORKER ACCESS TO LOWER WETWELL,
4' x 5 112' ALUMINUM DOUBLE -LEAF HATCH, H -20 RATED, GASKETED, WITH RECESSED
PADLOCK PROVISIONS, AND SPRING- ASSIST OPENING. (LW PRODUCTS) PROVIDE
SAFETY CHAIN AT EACH OPEN END OF ACCESS HATCH. ALL HARDWARE & FASTENERS
IN WETWELL SHALL BE TYPE 316 STAINLESS STEEL, ROUTE PVC DRAIN TO SUMP.
VALVE VAULT WITH ALUMINUM HATCH (SEE ITEM @) CAST IN TOP SLAB. SET TO
FINISH GRADE. PROVIDE 18' MIN, (I.S, DIM,) SUMP x 18` DEEP WITH MINIMUM 6' REINFORCED
WALL, SEAL BETWEEN SUMP AND VAULT WITH JOINT MASTIC AS USED IN VAULT JOINTS,
(UTILITY VAULT MODEL NO, 810LA), PAINTi LS, WALLS L CEILING, 2 COATS
TNEMEC SERIES 161 EPDXY @ 3 -5 mits. O.S,l 1 COAT TNEMEC 46 --465 @ 16 alts.
108' DIAMTER WETWELL -- SET TO FINISH GRADE; FLAT SLAB TOP - H -20 RATED WITH
ALUMINUM HATCH (ITEM @) CAST IN, COAT INSIDE WITH RAVEN 405 EPDXY WITH A -10
PRIMER. COAT (OUTSIDE WITH TNEMEC 46 -465 (1 COAT))
� ELECTRICAL HANDHOLE
ONE FOR POWER WIRING
- SET FLUSH TO GRADE, PROVIDE ONE FOR CONTROL WIRING AND
(UTILITY VAULT MODEL NO, 23 )'LA WITH NCI, 23 -2436P COVER)
(p MOTOR CONTROL CENTER - SEE ELECTRICAL DRAWINGS.
�T �r �-a-os ar s+W6 � (�'j'Y � H��fAT� I.FT!lTK710N
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SCANNED MAY I 12005 Aa' s 300,723
1- *_0
37
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1- *_0
37
� MATERIALS, CONT'D (REFERENCE SHEETS 5 AND 6)
� @ (DELETED)
19 3/4' x 50' HOSE, ADJUSTABLE BRASS NUZZLE, AND GALVANIZED HANGER RACK,
0 -60 PSI PRESSURE GAUGE WITH DIAPHRAGM SEAL AND ISOLATION VALVE,
PROVIDE COPPER PIPING WITH ISOLATION VALVE TO CONNECTION POINTS
ON DISCHARGE PIPING.
0 CONCRETE THRUST WALL -- #4 C 12' E.W. 110' MIN. THICKNESS, f'c 3KSI.
0 6' STAND -ON (MODEL NO. S92) PIPE SUPPORT. FASTEN TO FLOOR SLAB,
6' PVC PIPE STILLING WELL FOR TRANSDUCER - BEVEL TO FIT FILLET SLOPE.
ATTACH BACKUP FLOATS TO STILLING WELL WITH S,S, CLAMPS,
+� FIBERGLASS DECKING= DOUBLE 6' x 1 5/8' CHANNEL SUPPORT MEMBERS,
3'x3'x3/8' ANGLE TO FIT WALL RADIUS, AND 1 112' GRIT SURFACED GRATING
ALL GRAY IN COLOR. 112' S,S. WALL ANCHORS. (PER ACT (MFG) DETAIL.)
1@ EXPLOSION- -PROOF LIGHT -- 1501 -- SEE ELECTRICAL DETAILS.
(APPLETON MODEL NO, AAU15N)
x i PROVIDE 42' HIGH FIBERGLASS SAFETY RAIL WITH KICK PLATE, 2' OPENING
FOR ACCESS TO LOWER LADDER WITH REMOVABLE 1/4' S.S, CHAIN WITH
EYES AND SNAPHOOKS AT 36'' ABOVE GRATING FOR FALL PROTECTION.
0 PROVIDE CONCRETE FILLET.
0 2' S.S. SCH 40 GUIDE RAILS,
19 FIBERGLASS UNISTRUT USED AS FLOAT HANGAR BRACKET,
FRP LADDER. 2' SQ SIDE RAILS, 1 3/8' TUBING RUNGS, & FRP CLIPS W/ S.S.
HARDWARE,
0 FLYGT FIBERGLASS PUMP BASIN, MODEL TOP 1500
0 6' FL CI3UPLING ADAPTER WITH TWO 5/8' TIE RODS.
WAS- -BUILT CHANGE FROM ORIGINAL DESIGN,
LL
0 ALL BACKFILL AROUND VAULT AND WETWELL STRUCTURE TO BE COMPACTED TO 957.1
f) ALL FASTENING HARDWARE IN WETWELL TO BE 316 STAINLESS STEEL,
ALUMINUM POLE -- MOUNTED YARD LIGHT PROVIDED BY CITY OF RENTON, MOUNT ON
MCC BASE SLAB,
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DEDICATE RECEPTACLE FOR SUMP PUMP--LABEL SUMP PUMP ONLY,
ALL EQUIPMENT WITHIN W ETWELL AND HANDHOLES TO BE RATED FOR EXPLOSION — PROOF.
UNDERGROUND, SCH 40 PVC CONDUIT (RGS TO 5' FROM STRUCTURES, WRAP WITH 2OmL TAPE.)
HANDHOLE UTILITY VAULT MODEL NO, 233LA W/ COVER, OPEN BOTTOM FOR DRAINAGAE,
LIMIT SWITCH TO ACTIVATE MCC INTERIOR LIGHT.
INTRUSION LIMIT SWITCHi SIEMENS MODEL NO. 3SE03AR1 -- WINTRUSION,
W& FLOOD ALARM SWITCHi MADISON CO. MODEL NO. 4YM31 --1. MOUNT 2` ABOVE VAULT FLOOR,
CHECK VALVE LIMIT SWITCH] SIEMENS MODEL NOs 3SE03AR1,
W® (DELETED,)
112 HP SUMP PUMPi PACO MODEL NO. PIP701B WITH LEVEL CONTROL FLOAT.
EXPLOSION —PROOF LIGHT FIXTUREi APPLETON MODEL NO, AAU15N,
MAGNETIC FLOWMETER WITH DISPLAY UNIT MOUNTED ADJACENT TO RTU,
*A KPSI WETWELL LEVEL TRANSMITTER MODEL 720 - 140- -00010 -009 WITH UNSPLICED CABLE
TO HH2, CABLE HANGAR, AND VAPOR BARRIER WITH ANEROID BELLOWS MODEL 8151
BELLOWS MOUNTED IN MCC.
x YARD LIGHT — FURNISH BY CITY OF RENTON.
VALVE
VAULT
3/4`
CONTROL CABINET
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FM MAGNETIC FLAW METER
— t LIGHT
MCC
1 1128
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