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HomeMy WebLinkAboutzS-3017Set1 2 3 4 5 6 7 8 E CENTURION DEVELOPMENT SERVICES E HIGHLANDS ESTATES SEWER DIET STATION D D DRAWING INDEX DRAWING NAME SHEET . -W SITE PLAN i ' SITE PLAN NOTES 2 O C SITE PLAN NOTES, CONTINUED 3 d W` C 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 B PUMP2 ELECTRICAL SCHEMATIC 13 B APPROVED O Z� B ATE A A 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 1 2 3 1 4 5 6 7 8 wwp- z7 -3017 -At r7 I a s o S - ai7�i SCANNED SEP'13 2002 1 2 3 4 5 6 7 B E E N W Q \ D Vl R7 \ � cu D -LOT 18--x- ANTENNA(g) EASEMENT ® - - - 108' W ENTO_ HOTBOX W/ 3/4' BACKFLOW PREVENTER Q MCC® 'BOLLARD y SE 137TH PL 6' FM - DI VALVE 1' -2� AULT 2' - . (2 PLACES) 0 - - -�P /L _ -- MH #2 S TRACT _G g•_ ----- -' -- ® -- =- --- -- -- --------------- 3 /4'CU WATER SERVICE 5 \ C FUTURE STORAGE CAPACITY 20' ® 841) ,�C T }' f 18' ASPHALT FM TRACT E TRACT C \� DRIVE PAVEMENT LINT 1 1/2 PVC CONDUIT 4 0' tl' TO PSE TRANSFORMER 90, SEWER STUBS t P/L LOT 19 tpn�- LOT 20 LOT 21 T. B P fL P/L - -- -- -- -° -��E - -- Q cT B PLAT OF HIGHLANDS ESTATES .pG SW 1/4 S14- T23N -R5E APPROVED 13166 ti g 1 DATE EXP Es A A DRAWING NO. 1378SITE CUSTOMER CENTURION DEVELOPMENT SERVICES OMEGA CONTRACTORS, INCA SHT 1 ENGINEER DRAWN BY GW 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' Kw/9 —x7 — 30 17 -t I 1 2 3 4 5 6 7 8 APPROVED E E 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. B ON ® SUBMITTAL INFORMATION FOR EQUIPMENT SHALL BE PROVIDED TO THE CITY OF RENTON FOR THEIR REVIEW AND APPROVAL. QO c B o ®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. Fog EXPi Es 'I- Z6- O A A. 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, C C ON T. VVq B w Q B ® F. OQ VA 0 APPROVED 46 w� cis1TS�`�� �pNAL �G B ' ,� ATE EXPIRES 7- 2.6��`% A A neaviNGNo. 1370SITE cusTONER CENTURION DEVELOPMENT SERVICES OMEGA CONTRACTORS, INC. SHT 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 1 2 3 4 5 6 7 g INTERIOR ❑F VALVE VAULT ONE COAT SERIES 66, 4 -6 ails DFT. 2 COATS 73 URETHANE, 3 -5 Mlls. �c � vv�� ��l A ��� t � � I � `D 4 Z..S v�i •t�� -r � — � � -� �i� � +F-� -�� — ,� // 4� � � ��� ° NH � _ 31 � fd -� � 3 � 2s -� o __ __ 1l' _ _ J _ ; � � � 47 > 3 ,.� ( �--- � C ..� o �-�yp � t_ � HNZ o ��� � l �-� �. . � _ .� .,�� ���i � �3 1 �— t4 r � A � \ �tP _ I � � � PPROVED — I ... � SCAWNED SEP 13 00 � $ P ' .. B � A!TE �� � � � _ ? y �� ��� - C�� c� S�TO �'a���r2�.q : G� f��CV�.o � '� �J f� P�n� r��' �� C�5 �_. �,'� PJ c �� � , 1` ._ 4 a s u I e r, t i � �,� yr l.i� � � Y,, E � � � �� ''® � �,�- t_ � �. � �� C ��/ �Nt��c�' 1 .� _ Zq r� I d3 �� � 2 �-, O � g S, i � , � k^�'- ( zs 'HILT �� — �� ! 3 I o �� `�� l�J 5 � 5 � J � J ' % � o _Q � �� - � _ � :. J _ _ _ - �L . i8 I � � _ �- � - f� � � �� t J e t A. � o� ��_ ' � � ' � d-: �' � � X25 zo �2.t �(� � r � �:� �� 3v �� � r.1 v . ��' _ � � � � _ , _ _ 365 �a��, r _ _/� ,..� � � C1�I . t.S �� � { �$- �.ot�7j � � ��N�� �Zy'rc -�cC.� '� �jZ,- �`� . � �� ' r ` ��� z` �'��� ' l � Q -fib ��-1 � = 5 � � T - 2- (ocso��1�. c� R��� -� `� 3�3 ` � Rya S � ��T �:�Ss���J�. � �� D� -�1�� SE+Z1%�Cr -� �3 Ae- �C��U. _ 3�Z � � —� °- x �sc..�e� . -- N • ROVED _ _ - �• � . � t� . � �j�j - —� ;X�J E,E.2._ _ M Si c �' J D ���a� O �' � �� ��'� � � � SC,�nntu, SEP 1 � 20p ' � s I ES �— Z6" W i� Y Lr-. r�t b �,. T m c' -✓ � J' J .-� � � /� 3 ' ww,o - t) - poi) C°1�. 5 � ... 30 /7o b • i a i�fiT � ^ t�, � �.. � f � s: � E. �5:� 1 2 3 4 5 (, 7 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 E . B� �DATE� E 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 A 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 1 2 3 4' S b 7 8 ww �— i 7 /7 °7 sCaNNED S P a 4 2p r i � ,,,: � �� ��� s� t �_ {j �����p �_ ® ® ® ` 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 nt, ® 6' FL COUPLING ADAPTER WITH TWO 5/8' TIE RODS. B = DATE g WMES A q 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 ■©= IF171001 iCi I"001 10001 1 1 1 2 3 4 5 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 4 #14, 1 #14G HH2 A c b 1 SIGNAL CABL 2" �-- RTU � PNL L 2' FS 3/4' ^ i 7 #14, 1 #14G 4 #12 1 #12G HHi /41 1' 6 7 8 APPROVED LEGEND B O JUNCTION ATE EYS SEAL • CONDUIT STUB -UP RECEPTACLE FAS FLOOD SWITCH FS FLOAT SWITCH MS MOTOR STARTER SP SUMP PUMP FM MAGNETIC FLOW METER -3 LIGHT 11/2' 1 #3 TO PSE 480V TRANSFORMER 2• "�-3 #10, 1 #12G, 2 #14 SENSOR- -EACH CONDUIT - 108' WETWELL� ExPUtEs 7- Zb -a`l CONDUIT DIAGRAM A 8SITE cusTOMER CENTURION DEVELOPMENT SERVICES OMEGA CONTRACTORS, INC. SHT 8 I 1 -3l -ae REV,, REVISt G DESCRIPTIm ELECTRICAL — PWR & SIGNAL CONDUIT DIAGRAM PC B ❑X 430 -02 0 6-e oRIGMAL ISSM �P DUVAALL, WA 98019 of 13 REV nATE nESCRIPTmN ar PPMECT HIGHLANDS ESTATES SEWER LIFT STATION 425 -B81 -1697 x FAX 425- 883 -4718 2 3 4 5 6 7 B m CSI =01 mml INS EFII I EI l0_ 1 1 2 3 t 4 f p o n H �� gg 7- 31-02 — ¢ O d -Q K as d 1p te_ MW Zj 2 p 4 W W p Z 2 0 2 S: w� '�'J x p� dZ ? i W p 5 of W �z _S p� a V i o i3 a g� wmp � 16- Z o z MR ,p .a 2 J 91L Big ga Ya h IS g °Q E oa Z SK5E� W j 7U � n�a' Y� rj� SQ`M 1. � a s aQQ 8n. �"W WW0 a ii�M No If :1 >L13 aDPiPi x m MX O ®® O i © z ��� z__ Ia 4� �z, I ! S ® .- f vZ uWi� __j a U) n 0 J C U Z W fy O IBI ILI Al 1 �z opU x _z n � DRAWING NIL137BELEC ENGINEER GW DRAWN BY LP 1 7- 31-02 REVIEW REVISION i LP if DATE 6 -6-02 0 6 -6-02 1 ORDMNAL ISSUE I LP �m �x ^p y i t i f Y °m On e �f sU 1 �z opU x _z n � DRAWING NIL137BELEC ENGINEER GW DRAWN BY LP 1 7- 31-02 REVIEW REVISION i LP if DATE 6 -6-02 0 6 -6-02 1 ORDMNAL ISSUE I LP 7 8 E w° ¢ z' m�4 0 1za 8 MEF` Jy1 U a 00°_B � lI b a W EL U3 j p g ILI 'T` F B APPROVED BYjagawDATE A9 D A CUSTOMER COMMON MELOPMENT SE>zvM OMEGA C O N T R A C T O R S I N C. S 9 HT DESCRIPTIM FUMAS OU1D00R ENCLOSURE LAYOUT PO BOX 430 DUVAALL, WA 98019 OF 13 PROJECT f11CHLANOS ESTATES SEWAGE UFT SfnnON 425 -881 -1697 1K FAX 425 -883 -4718 5 7 8 1 3 4 5 7 8 w tw- J E � W i� oz oll-I w j W E ulZ aN a jr- O in w Q O 0- QV O! N O O! MOD w 17 m° O Of U 3 H 0 :D 0 = p u) vii o i s �� �o �a �aoo® Q 10, � i 1 a1� D I w�U I UQO I z1n �V fn Lco<,, a ¢ a N N N N N > 0 D i' W ° a 1 x o oQ o o � >- I I N d U N N N N Q cu- I I Y� N I� o a Q }Ldnl I I L -- -J Yw>1 0:1-Z Y Z O N D_ x D- o a a a �% Q o o dam- a - -� f- a i- i- J OC O U 1% I I J. O! W m C z iW ti ° IF° 4 I i w c z a r Z �w I 1 0 0 O > I I z 1n I I a O _ � T, a o N I= I -9-� W ? r 1C� Z Q N IN w I W f 1 3 1 Y N- i-� -� I I Lilco I I OQ 0 o U w o Of m I �m3 I �jU 1n tnm I I o a i- J w B t=i1 I �°�� 1 I ¢w - i �� YLiiJ = a N I' x I I I I •o z- w w O B °I' Z° Q �34�� {�'� U¢ ¢'O v L� w " i i Y `o ° i i kit � �NAL Z of J J O o� 0 � � 1 a 1 /� � Z v En z I I _ co I I E7WIRES ?- L6-0Y o Of I L - - - -� ® O ti.. O_ Q M In N Q o °'il ° L - -J Z w C� 0{- J ❑ ae L% L� O U En ui in CL z O m w A 1- A DRAWING NO.137SELEC CUSTOt�R wDN oEVELOPa1ENr SERNCES OMEGA CONTRACTORS, INC, ff O ENGINEER DRAWN BY DATE 0W LP 6 -02 1 7 -31 -02 6--6-02 REVIEV REVISION ORIGINAL S DESCRIPTION ONE -UNE DlA;RAA1 LP PO BOX 430 DUVAALI_, WA 98019 13 SCALE -8 Nis 0 REV DATE DESCRIPTION LP BY PROJECT HmLmos ESTATES SEWAGE UFI STATION 425- 881 -1697 3Q FAX 425 -883 OF -4718 1 2 3 4 5 6 7 8 rev who t 7 -3 a >� Cam: —3a X70/3 SCANNED SEP 13 , 2002 r v t w 0 WIDTH OF OPENING - 3C) 11 24 20 II LQ_ WIDTH OF SECTIONS SEE CHART FRONT VIEW/ ADD BOTH DIMENSIONS TO WIDTH FOR COMPLETE SECTION /ADD FOR LEFT END SECTION ADD FE END SE A D REMARKS 40 36 (2) 20' SECTIONS 50 46 (1) 20' & (1) 30' SECTION -Z6'- 3Ee;ff 15' 20' EE DEEP B A0_ 15.25 C 15 APPROVED G o B = DATE DATE, DRAWN BY: TITLE: JGA N E M A 3R ENCLOSURE lt6 SIEMENS- FURNAS CONTROLS CHKD BY: SIEMENS ENERGY & AUTOMATION, INC, APPRD BY: DWG. NO. IREV. West Chicago, ILLINOIS 3R NON— WALK —IN G7 0 THIS PRINT IS THE CONFIDENTIAL PROPERTY OF SIEMENS - FURNAS CONTROLS. IT IS F /N+ D NOT TO BE USED OR REPRODUCED IN ANY MANNER, NOR SUBMITTED TO ANY OTHER STYLE, OF 1 Z PARTIES FOR EXAMINATION WITHOUT PRIOR APPROVAL OF SIEMENS- FURNAS CONTROLS. Z w rrI Sla tt /13 o . N ED k. Y i 4 9 h ILL wvvp — 27 -"17 17. -T i 4 5 6 7 8 E a n to E NT. Wq Z s n n n ^O K In p '.' s s s ��o}t ca 2 y� m d J N j N >< O O ~ ir ° w o n_ C .p W pO .� G13 4,� in � t n < j � CL a 1 EMREs 7-2 iH D c n V: :iej R {r- N nn LH m 4� a oN 1 o 0 0 0 t7V 0 - 1 <9 6 N CL r Of M- N N C a H n x N p n c a- m C : a t o �" =a 'z NN o t W x < O O F X X N t 2 In FFF-- n 0 0 n Mo c t t _ p pZ B N co T a N o a go N z7 c S a 5 !3 a a a a W 0 acme 'MIMI'ism Sc 01 3HiM O_ LTV -IOLi IL Q m A A DRAWING NO. I378ELEC CUSTOMER CENTURION DEVELOPMENT SERVICES OMEGA CONTRACTORS, I N C. sHT 1 2 ENGINEER GW DRAWN BY LP REVIEW REVISION LP DESCRD'TMN PUMP1 ELECTRICAL SCHEMATIC PIQ BOX 430 DUVAALL, WA 98019 1 3 DATE SCALE 6- 19 -02' NDS 0 8 -19 -02 ORIGINAL ISSUE REV DATE DESCRIPTION LP BY PROJECT HIGHLANDS ESTATES SEWAGE LIFT STATION OF 425- 8$1-1697 FAX 425 - 883 - 4718 1 2 3 4 5 6 ? B wvvp — 27 -"17 17. -T 1 E � •10 IN7 w w I s 0 4 A DRAVING N[L137I0EC ENGINEER GW DRAWN BY LP DATE 6 -19-02 fl 6 -18-02 SCALE NTS REV DATE 1 2 3 7 ( 8 E c o 0 a '* � 1 t a n D N � ° 1 1 p o_ 1 O �mqa ;g .. Q 0 C LI. 4 B 1 0 W a) ° > CL CL } Q m A CUSTUMER CE{ STURIDH DEYELOPME NT sElmcES OMEGA CONTRACTORS, INC, SI T REVISION LID DESCRIPTIoN PUMP2 ELECTfMCAL SCHEMATIC P❑ BOX 430 13 Is � DUVAALL, WA 98019 of 13 UPTInN HY PRUJECT HIGHLANDS ESTATES SEWAGE LJFr Sranca 425- 881 -1697 3K FAX 425- 883 -4718 4 5 6 7 8 Q � N c LL Fa- z � a w w I s 0 4 A DRAVING N[L137I0EC ENGINEER GW DRAWN BY LP DATE 6 -19-02 fl 6 -18-02 SCALE NTS REV DATE 1 2 3 7 ( 8 E c o 0 a '* � 1 t a n D N � ° 1 1 p o_ 1 O �mqa ;g .. Q 0 C LI. 4 B 1 0 W a) ° > CL CL } Q m A CUSTUMER CE{ STURIDH DEYELOPME NT sElmcES OMEGA CONTRACTORS, INC, SI T REVISION LID DESCRIPTIoN PUMP2 ELECTfMCAL SCHEMATIC P❑ BOX 430 13 Is � DUVAALL, WA 98019 of 13 UPTInN HY PRUJECT HIGHLANDS ESTATES SEWAGE LJFr Sranca 425- 881 -1697 3K FAX 425- 883 -4718 4 5 6 7 8 r MERCER ISLAND 4 IQQAAI IAu v' o i��n„IVnn� LAKE WASHINGi➢N: 900 sf 900 �TWo I i_� vem 1 ,69 -- Q RENTON IT in 15 ,BI xo Sf F ��yw 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 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 FOR CON WARNING: OED o� `� THE UTILITY LOCATIONS SHOWN �D ARE APPROXIMATE ONLY O�IE 23357v DEPTH UNKNOWN w Qo►ic: rsTeR�O CALL 1- 800 - 424 -5555 jONAL D(FIRES: 3,a<,o3 lALjNjNjNjNJAjf C` S 3m e�vF SCANNED SFP 1 12002 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 4D8.91 412.9 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 15 407.75 411.8 13 30 404.99 409.0 43 15 406.84 410.8 14 30 402.65 407.4 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 400432 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: 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 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 FOR CON WARNING: OED o� `� THE UTILITY LOCATIONS SHOWN �D ARE APPROXIMATE ONLY O�IE 23357v DEPTH UNKNOWN w Qo►ic: rsTeR�O CALL 1- 800 - 424 -5555 jONAL D(FIRES: 3,a<,o3 lALjNjNjNjNJAjf C` S 3m e�vF SCANNED SFP 1 12002 Cjj, S• °'O �7�° SCANNED SEP 13 2002 r F, R 1:77 ' _ 3 480 470 460 c, 0 . T- 7 17 SCANNED SEP 19 2002 Nr LZCC-�4' LLI 480 LL- Li 0 Lj LLJ V) w LLJ W LLJ z V) F- 470 Z Lj (n < U) -- --------- 411 480 470 460 c, 0 . T- 7 17 SCANNED SEP 19 2002 0 N M I LCD F- 0 H W N 0> U za m H �Q = N U Q CC I uJ I a+- d o °N 0 C) 3 �E a E"1 w W �a � a a� �E q �5.N j 11 E pO o � a� a a o 0 z °8 S.W. 1/4, SEC. 14, TWN. 23 N., RGE. 5E. W.M. 41 401 n a g � I a n � a m � ° 2 m 39( N N 3 3 w s z 3BC o N � 0 s 0 0 z� U U 0 o O+uu z z o wwp 2J - -Am 17 SCALE: 1" = 50' HOR 1" = 5' VER, 4 410 400 390 380 1+Uu Z +UU S +UU 4 +00 5 +00 6 +00 7 +00 8 +00 SANITARY SEWER FORCE MAIN PROFILE VERTICAL - 1OX SCALE: 1" = 50' HOR. = 5' VER. 50 25 0 50 100 410 - -- - - -- - _.. - AT rE PIPE 400 __ ......- - - -- -- - - - -- RENTON, KING COUNTY, WASHINGTON AT CE PIPE: AT CL PIPE : FINISHED GRADE �— - FINISHED GRADE AT PIPE CL � Nq _ AT rL ROAD !. 400 8" PVC 5 =0.92% 430 - 71 _ _ - - — - - - i ' 430 LE 392.70 W SS MH 3A -54 STA. 17 +03.76 STA 17 +06.87 MH 1 54 EXISTING GRADE AT (j R.O.W. � I.E. 3996.26.2 9 E, N I.E. 397.38 S TZ 392.2 T.E. 394 7 I.E. 396.19 W_ I.E. 387.30 E I.E. 38815 E I.E. 38805 NWT 420 - - - _ - — —�� - - =-- ,— -- f , 420 410 _ _ -_ F .- ,2r 10 ST, 53 +44.06 ! T.E. 419.90 I.E. 411.90 S 400 400 SS MH 4C -48" STA. 50 +05.11 T.E. 407.56 I.E. 399.56 N I.E. 399.46 W',,, '.. 49 +00 56 +00 57 +00 50 +00 51 +00 52 +00 53 +00 54 +00 55 +00 154TH AVENUE SE PROFILE VERTICAL - 1OX 41 401 n a g � I a n � a m � ° 2 m 39( N N 3 3 w s z 3BC o N � 0 s 0 0 z� U U 0 o O+uu z z o wwp 2J - -Am 17 SCALE: 1" = 50' HOR 1" = 5' VER, 4 410 400 390 380 1+Uu Z +UU S +UU 4 +00 5 +00 6 +00 7 +00 8 +00 SANITARY SEWER FORCE MAIN PROFILE VERTICAL - 1OX SCALE: 1" = 50' HOR. = 5' VER. 50 25 0 50 100 410 - -- - - -- - _.. - AT rE PIPE 400 __ ......- - - -- -- - - - -- EXISTING GRADE EXISTING GRADE : AT CE PIPE: AT CL PIPE : FINISHED GRADE �— AT PIPE CL � Nq 400 8" PVC 5 =0.92% 39119 0.11SS LF SS MH #2 -48' STA. 18 +80.54 T.E. 401.50 LE 392.80 N, LE 392.70 W SS MH 3A -54 STA. 17 +03.76 STA 17 +06.87 MH 1 54 -- I.E 9 T.E. 404;88 STA 18+7997 STA 1B+7497, I.E. 3996.26.2 9 E, N I.E. 397.38 S TZ 392.2 T.E. 394 7 I.E. 396.19 W_ I.E. 387.30 E I.E. 38815 E I.E. 38805 NWT O +OD 0 +50 1 +00 0 +00 0 +50 1 +00 STATIONING = CENTERLINE PIPE STATIONING = CENTERLINE PIPE TRACT E TRACTS G, B & C TRACT PROFILES VERTICAL - 1OX SCALE: 1" = 50' HOR. 1" = 5' VER. 50 25 0 50 100 5- 30/7/2 0 +00 0 +50 1 +00 1 +50 2 +00 STATIONING = CENTERLINE PIPE TRACT D TRACT PROFILES VERTICAL = 1OX SCALE: 1" = 50' HOR. 1" = 5' VER. 50 25 0 50 100 g WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY DEPTH UNKNOWN S- CALL 1- 800 - 424 -5555 23357 ISTS -- "'(WAL EXPIRES: 3/04/03 FA - N N N N A A C .,r- i o 17 Z SCANNED SEP 13 2002 - e itftmft*ft U) Q 0-0 6 -i: Q -M � L,.i oc c _v 0 aNQ Z z C7 w � 1 a Z W d :5 � W N3 wW oU) Z} =Q 0z =Q N 00 �o U ��. ...L O �0 o� 0E \E_ �N c v v a� U) Q 0-0 6 -i: Q � L,.i o c _v 0E \E_ �N c v v a� (Uj s s w w 0 i n N N r• O O � LA- � N 00 0 0 U U 2 z N � Z 4 S.W. 1/4, SEC RENTON, c L-7 t ji ,......... s,.. _ ...... I 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 •' � L I� s tel: N � i } x a 1 I _ - - ..... - --------- -_..__ j 1 T.E. 419.90 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' f: 1. r - w i 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 I$ 0 �l Z 1 z o Lei 6 � Of 0 aNQ Z o (Uj s s w w 0 i n N N r• O O � LA- � N 00 0 0 U U 2 z N � Z 4 S.W. 1/4, SEC RENTON, c L-7 t ji ,......... s,.. _ ...... I 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 •' � L I� s tel: N � i } x a 1 I _ - - ..... - --------- -_..__ j 1 T.E. 419.90 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' f: 1. r - w i 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 I$ 0 �l Z 1 z o Lei 6 � Of a � o W a (Uj s s w w 0 i n N N r• O O � LA- � N 00 0 0 U U 2 z N � Z 4 S.W. 1/4, SEC RENTON, c L-7 t ji ,......... s,.. _ ...... I 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 •' � L I� s tel: N � i } x a 1 I _ - - ..... - --------- -_..__ j 1 T.E. 419.90 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' f: 1. r - w i 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 I$ 0 �l Z 1 z o Lei 6 � Of a a N 0 o Q ,0 clq v ao m (Uj s s w w 0 i n N N r• O O � LA- � N 00 0 0 U U 2 z N � Z 4 S.W. 1/4, SEC RENTON, c L-7 t ji ,......... s,.. _ ...... I 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 •' � L I� s tel: N � i } x a 1 I _ - - ..... - --------- -_..__ j 1 T.E. 419.90 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' f: 1. r - w i 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 I$ 0 I 0 nM • e! .4 I-7 J o 04 qpw qpw V 0 W W __j J C N C cn CD w0 F- < a- V Er F4- Cn cn w � � L t.� WW v I - Z (W W e! .4 I-7 J o 04 qpw qpw V 0 :3E �E �N c -C I �I ^_ W r2 • Z� O N W J W W __j J C N C cn CD w0 � U a- U F4- Cn cn w uj WW Q I - Z (W W Q` �< Z Z d = V) C' :3E �E �N c -C I �I ^_ W r2 • Z� O N W J (l O � v D C N C O E 3 Q U U N c 131 v C 0� :3E �E �N c -C I �I ^_ W r2 • Z� O N W J h � W W s s W W Z cr cr 0 o F- V) zin �(%4 o g L�L jr M u- V) V) ~ 2 Z LJ �o U 0 0 U U Z ? lmr4p • 1 vlrvv 153RD .PLACE SE SE 137TH PLACE I 152ND PLACE SE SE 136TH LAW. - _ - _ ____ ..______ __ ___ -,. - -- __ _ -_ __ _ _ -_ _ -_- . -- - - -- --- _ __ ._.. _. EXISTING GRADE _ AT Cj R.O.W. 2 -- _ - _ - - - -- _ _ _.. - - - - -- - -- - - --------- - - -- -- - - - -. fpC . 7IC3 3 jo • . aK. - • 6----•--- ...... � : � FINISHED GRADE Z Z7 AT CE ROAD - t Ci _ n >- `i J < �1 t �s EN � Z PVC S_ .... •• - -_.... . _ _.. � SS M 6 -48" H -4 STA. 11 ±29.63 TA. '13 +29.9 -� - �- v - � -. • -'', � . �C � � n 2 � F fi lv T.E. x-95 ,ZZ T. E. 4-15. 2 4t I.E. 446.5 S I.E. 408.06 N 7 7(�//� < _ � 4 I.E. 4$�- 9 S SS MH 4 -48" �" STA, 15+47,741 G ' i ?. : T. E. 496 �-� - > �...;;� p x - I.E. 398m 39 . .� ..._- ... T- _ ._ -. _ - E. �8 W 7, abo JA, i fi J - - R. .J. /: by w#* 'J7• �?O / 7 i 1 1 TVv 1 AL T%Jv 1..JTVV 1 •tTVV I Jtuv I otuu I / +VU I ?J+UU HIGHLAND ESTATES PROFILE STA. 10 +00.00 TO STA. 24 +71.16 FtID L L 1_ 91 K 1, I 4 SCALE: 1" = 50' HOR. 1" 5' VER. VERTICAL 1OX 50 25 0 50 100 F 4 8 4 15 +UU ZU +00 21 +00 A S - ts Ull000uT ! ®r SCANNED NOV - 7 2003 EXPIRES' 3/04/03 22 +00 23 +00 24 +00 Fri 101 S/ C � I I 374 z5 +oo WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY DEPTH UNKNOWN CALL 1 -800- 424 -5555 SCANNED SEP 13 2002 4 IF U I - a. 0- a CN CN o Q Ln m h � W W s s W W Z cr cr 0 o F- V) zin �(%4 o g L�L jr M u- V) V) ~ 2 Z LJ �o U 0 0 U U Z ? lmr4p • 1 vlrvv 153RD .PLACE SE SE 137TH PLACE I 152ND PLACE SE SE 136TH LAW. - _ - _ ____ ..______ __ ___ -,. - -- __ _ -_ __ _ _ -_ _ -_- . -- - - -- --- _ __ ._.. _. EXISTING GRADE _ AT Cj R.O.W. 2 -- _ - _ - - - -- _ _ _.. - - - - -- - -- - - --------- - - -- -- - - - -. fpC . 7IC3 3 jo • . aK. - • 6----•--- ...... � : � FINISHED GRADE Z Z7 AT CE ROAD - t Ci _ n >- `i J < �1 t �s EN � Z PVC S_ .... •• - -_.... . _ _.. � SS M 6 -48" H -4 STA. 11 ±29.63 TA. '13 +29.9 -� - �- v - � -. • -'', � . �C � � n 2 � F fi lv T.E. x-95 ,ZZ T. E. 4-15. 2 4t I.E. 446.5 S I.E. 408.06 N 7 7(�//� < _ � 4 I.E. 4$�- 9 S SS MH 4 -48" �" STA, 15+47,741 G ' i ?. : T. E. 496 �-� - > �...;;� p x - I.E. 398m 39 . .� ..._- ... T- _ ._ -. _ - E. �8 W 7, abo JA, i fi J - - R. .J. /: by w#* 'J7• �?O / 7 i 1 1 TVv 1 AL T%Jv 1..JTVV 1 •tTVV I Jtuv I otuu I / +VU I ?J+UU HIGHLAND ESTATES PROFILE STA. 10 +00.00 TO STA. 24 +71.16 FtID L L 1_ 91 K 1, I 4 SCALE: 1" = 50' HOR. 1" 5' VER. VERTICAL 1OX 50 25 0 50 100 F 4 8 4 15 +UU ZU +00 21 +00 A S - ts Ull000uT ! ®r SCANNED NOV - 7 2003 EXPIRES' 3/04/03 22 +00 23 +00 24 +00 Fri 101 S/ C � I I 374 z5 +oo WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY DEPTH UNKNOWN CALL 1 -800- 424 -5555 SCANNED SEP 13 2002 4 IF i cll- 0 e 0 Q N W �- 0 a-� ..J - LL- W � W '1 cn 00 W W d 1= L:r < p Z En w L E-� W a ci �Q �-, 0 Q N W �- 0 a-� ..J - LL- W � W cn 420 W W d p Z En f— to E-� W a ci �Q �-, — =z W � Q CD �E cnE N 0 7C 10 w s W cr m o z (n 400 N •- O � N N �o U U CL 0 0 U z JVTVV N ~ z ovwp.1;0..101 r J 1 TVV JLTVV JJrVV J'4tVV JDtuu 3b +uu s / +uu 38 +00 39 +00 40 +00 41+00 42 +00 SCANNED NOV • i 2003 s_ PtOLL �l io I i {. X i F11 48 5" i 10 470 a f1 450 440 ,q s-BuiG 430 420 •.■�, C* tit. 10% 410 EXPIRES: 3/04/03 W ARIWNG: 1E UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY DEPTH UNKNOWN CALL 1 -WO- 424 -5555 4J +00 A N 0 ; ,.S'. � e � 7► $CANDIED SEP 13 2002 A � 0 �- 0 a-� 4) v �W 0 E 420 d .V IZ E-� W a ci 5C �-, O a a C "O CD �E cnE N 0 �N C � Q O .0 cp _O O 100 r a 440 ^a � � I � m N O Z �a 430 ` W 10 w s W cr m o z (n 400 N •- O � N N �o U U CL 0 0 U z JVTVV N ~ z ovwp.1;0..101 r J 1 TVV JLTVV JJrVV J'4tVV JDtuu 3b +uu s / +uu 38 +00 39 +00 40 +00 41+00 42 +00 SCANNED NOV • i 2003 s_ PtOLL �l io I i {. X i F11 48 5" i 10 470 a f1 450 440 ,q s-BuiG 430 420 •.■�, C* tit. 10% 410 EXPIRES: 3/04/03 W ARIWNG: 1E UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY DEPTH UNKNOWN CALL 1 -WO- 424 -5555 4J +00 A N 0 ; ,.S'. � e � 7► $CANDIED SEP 13 2002 A � 0 420 IZ a a N N 0 Ln � Q O 100 � I � m 10 w s W cr m o z (n 400 N •- O � N N �o U U CL 0 0 U z JVTVV N ~ z ovwp.1;0..101 r J 1 TVV JLTVV JJrVV J'4tVV JDtuu 3b +uu s / +uu 38 +00 39 +00 40 +00 41+00 42 +00 SCANNED NOV • i 2003 s_ PtOLL �l io I i {. X i F11 48 5" i 10 470 a f1 450 440 ,q s-BuiG 430 420 •.■�, C* tit. 10% 410 EXPIRES: 3/04/03 W ARIWNG: 1E UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY DEPTH UNKNOWN CALL 1 -WO- 424 -5555 4J +00 A N 0 ; ,.S'. � e � 7► $CANDIED SEP 13 2002 A � 0 0 ft _f Q 1pm � •rte ,�.._. C N qpm N STA. 15+47.74 cp Q Z U _ �w 1 C�'l V < ^ 00 400 :o E • _. - _ _ -_ - --- _-- - - - - -- - -- -- - -_ _- - -- __ - - - -__ _ -_ -- - -_ _ - - - - -- - - _-- _- _- -- - - -- - -_ - - - -_ - -- a 3M.05- I.E. 396: Z .+• < �f 4 CDI V) � LAJ SS M H 4C -48" - - - - -- Q 1pm � •rte ,�.._. C N qpm N STA. 15+47.74 cp Q Z U _ �w g C�'l V 01 C 400 :o E • _. - _ _ -_ - --- _-- - - - - -- - -- -- - -_ _- - -- __ - - - -__ _ -_ -- - -_ _ - - - - -- - - _-- _- _- -- - - -- - -_ - - - -_ - -- a 3M.05- I.E. 396: J 4 CDI V) � LAJ SS M H 4C -48" - - - - -- �- L LJ ~ � W W (n Cki Z< w w 0Z Q I.E. 399 M w 9 3 � dam- � w xi ON ti _ N W r.• ..1 �:�1 Mi� r <� c- L� Ln � 0 Q 0 Cif - +' O o v :3E -,E �N 'W, I C CP 0 U O •rte 0 C:) `E 0 STA. 15+47.74 cp Q Z U _ �w g C�'l V 01 C 400 :o E • _. - _ _ -_ - --- _-- - - - - -- - -- -- - -_ _- - -- __ - - - -__ _ -_ -- - -_ _ - - - - -- - - _-- _- _- -- - - -- - -_ - - - -_ - -- -a) :3E -,E �N 'W, I C CP 0 U O •rte �xn 01 STA. 15+47.74 cp :o Z F- �W WW s s W 4j Z 0 Z V N LA- U cn N I--� Z z 0 0 V U a a U U Z Z N •- Z 6 ails] S.W. 1/4, SEC. 14, TWNo 23 N., RGE. 5E. W.M. RENTON, KING COUNTY, WASHINGTON -- - - - - 420 _ __ _ _ _ . __ -_ _ -- _ _ _1 ...... - ------------ -_ _. _... ___ _ _ _.. 410 � � :� �= ?'• �..�~ _..t �/� .. yam{ ✓ _ _,_ _ < SS MHJ4D -48" - 420 -410 •rte �xn 01 STA. 15+47.74 cp :o Z � g C�'l v - I.E. •4.1- x-:99- S 4-d-70 T.E. 4W. 4,07-62 400 6. • _. - _ _ -_ - --- _-- - - - - -- - -- -- - -_ _- - -- __ - - - -__ _ -_ -- - -_ _ - - - - -- - - _-- _- _- -- - - -- - -_ - - - -_ - -- F- �W WW s s W 4j Z 0 Z V N LA- U cn N I--� Z z 0 0 V U a a U U Z Z N •- Z 6 ails] S.W. 1/4, SEC. 14, TWNo 23 N., RGE. 5E. W.M. RENTON, KING COUNTY, WASHINGTON -- - - - - 420 _ __ _ _ _ . __ -_ _ -- _ _ _1 ...... - ------------ -_ _. _... ___ _ _ _.. 410 � � :� �= ?'• �..�~ _..t �/� .. yam{ ✓ _ _,_ _ < SS MHJ4D -48" - 420 -410 •rte _ STA. 53 +44.06 �ZO O ...._.._._. ...._._.....__- ---- __._.__.._.- •-- -._... ..___....- - -- - STA. 15+47.74 cp ,.. r - R ` - - T.E. 4- }9-'9� • CD Q C�'l v - I.E. •4.1- x-:99- S 4-d-70 T.E. 4W. 4,07-62 400 6. • _. - _ _ -_ - --- _-- - - - - -- - -- -- - -_ _- - -- __ - - - -__ _ -_ -- - -_ _ - - - - -- - - _-- _- _- -- - - -- - -_ - - - -_ - -- M 3M.05- I.E. 396: _ - _ -- -- �. t a .; . .,.., ^r 4 CDI V � � SS M H 4C -48" - - - - -- M � r�:�. =.; STA. 50 +05.1e1•GZ µ�.^ �.:' _�. - - - - -- - - - -- �.---- - - - - -- - __-- -_ ` T.E. 3 I.E. 399'W N 3 99•'x' a I.E. 399 M w 9 3 � dam- � w xi ON ti _ N N O r.• ..1 �:�1 Mi� r <� c- Ln � \ Q 0 r 1 <-�' r_. cD X m F- �W WW s s W 4j Z 0 Z V N LA- U cn N I--� Z z 0 0 V U a a U U Z Z N •- Z 6 ails] S.W. 1/4, SEC. 14, TWNo 23 N., RGE. 5E. W.M. RENTON, KING COUNTY, WASHINGTON -- - - - - 420 _ __ _ _ _ . __ -_ _ -- _ _ _1 ...... - ------------ -_ _. _... ___ _ _ _.. 410 � � :� �= ?'• �..�~ _..t �/� .. yam{ ✓ _ _,_ _ < SS MHJ4D -48" - 420 -410 0 +00 1+00 2 +00 3 +00 4 +00 SANITARY SEWER FORCE MAIN PROFILE SCALE: 1" 50' HOR. WWA •j'T'a A l'? 1" = 5' VER. 5 +00 6 +00 7 +00 VERTICAL • 10X 50 25 0 50 100 Ft • 1• P. A a ' i� i 1 }7A 8 +00 410 EXISTING GRADE AT CE PIPE FINISHED GRADE AT CE PIPE i 400 PVC rj ml �F STA 17 +03.763. STA. 17 +06.87 TE 4$3-Qg�i T.E. 404.88 I.E. 396.29 E. N I.E. 397.38 S I.E. 396.19 W: c •rte _ STA. 53 +44.06 �ZO O ...._.._._. ...._._.....__- ---- __._.__.._.- •-- -._... ..___....- - -- - STA. 15+47.74 cp ,.. r - R ` - - T.E. 4- }9-'9� • CD Q C�'l v - I.E. •4.1- x-:99- S 4-d-70 T.E. 4W. 4,07-62 400 6. • _. - _ _ -_ - --- _-- - - - - -- - -- -- - -_ _- - -- __ - - - -__ _ -_ -- - -_ _ - - - - -- - - _-- _- _- -- - - -- - -_ - - - -_ - -- M 3M.05- I.E. 396: _ - _ -- -- �. t a .; . .,.., ^r 4 CDI V � � SS M H 4C -48" - - - - -- M � r�:�. =.; STA. 50 +05.1e1•GZ µ�.^ �.:' _�. - - - - -- - - - -- �.---- - - - - -- - __-- -_ ` T.E. 3 I.E. 399'W N 3 99•'x' 3 I.E. 399 M w 9 3 � dam- � w xi ON ti _ r•n ___� ..1 r.• ..1 �:�1 Mi� r <� c- _ is 'r: i�•% r 1 <-�' r_. 49 +00 50 +00 51+00 52 +00 53 +00 54 +00 55 +00 56 +00 57 +00 0 +00 1+00 2 +00 3 +00 4 +00 SANITARY SEWER FORCE MAIN PROFILE SCALE: 1" 50' HOR. WWA •j'T'a A l'? 1" = 5' VER. 5 +00 6 +00 7 +00 VERTICAL • 10X 50 25 0 50 100 Ft • 1• P. A a ' i� i 1 }7A 8 +00 410 EXISTING GRADE AT CE PIPE FINISHED GRADE AT CE PIPE i 400 PVC rj ml �F STA 17 +03.763. STA. 17 +06.87 TE 4$3-Qg�i T.E. 404.88 I.E. 396.29 E. N I.E. 397.38 S I.E. 396.19 W: c FINISHED GRADE AT PIPE 400 EXISTING MADE AT PIPE_ rrr - -- Ln .001 rri Iod- to 0 390 SS MH 2 -48' T E 14��9 5l 8 I.El- 392.80 N, E I.E. 392.70 W S CO 1 ;SS MH 1 -54` STA 18 +79.97 : STA. 18 +74.97 �G. 7(r T E. 3B�:3D E I.E. T.E. 39388 -- E 3 g7-77 V 3 ��•' : I.E. Nwg-1.S3 = 3j7. J "5th iCN Cr - _ SS MHj4U-.4jf - - STA. 15+47.74 cp STA. 15+44.83 STA. 50+08.13 CD Q C�'l C,r-l-i� T.E. 4W. 4,07-62 N tn ui M 3M.05- I.E. 396: CD C) CDI V � � M M FINISHED GRADE AT PIPE 400 EXISTING MADE AT PIPE_ rrr - -- Ln .001 rri Iod- to 0 390 SS MH 2 -48' T E 14��9 5l 8 I.El- 392.80 N, E I.E. 392.70 W S CO 1 ;SS MH 1 -54` STA 18 +79.97 : STA. 18 +74.97 �G. 7(r T E. 3B�:3D E I.E. T.E. 39388 -- E 3 g7-77 V 3 ��•' : I.E. Nwg-1.S3 = 3j7. J "5th iCN Cr o +oo o +so 1+00 o +oa a +so 1+00 STATIONING = CENTERLINE PIPE STATIONING = CENTERLINE PIPE TRACT E TRACTS G, B & C TRACT PROFILES VERTICAL -pox SCALE: 1' = 50' HOR. 1' = 5' VER. sw�=- 1 50 25 O 50 100 I- 3oo7116 FINISHED GRADE AT CE PIPE 410 ------ - -____ __ EXISTING GRADE AT CE PIPE 9� s .00s3 400: 94- Lf g' PVC 5= 9-49Nr N C) � O .DO Z7 •1~-39' LF 8 PVC S =9 -" SS MH 4 -48" cn - _ SS MHj4U-.4jf - - STA. 15+47.74 cp STA. 15+44.83 STA. 50+08.13 S A. 50 +05.11 T.E. 406.17 TE= 4969 lf-DG. S"'8 T.E. 4,05.9 -04S. 02 T.E. 4W. 4,07-62 N [V I.E. 39 .94 E .3 M 3M.05- I.E. 396: SO I.E. 49$ $4 N 398-80 I.E. X66 46 w0l'39. V � � M M � to,) � o +oo o +so 1+00 o +oa a +so 1+00 STATIONING = CENTERLINE PIPE STATIONING = CENTERLINE PIPE TRACT E TRACTS G, B & C TRACT PROFILES VERTICAL -pox SCALE: 1' = 50' HOR. 1' = 5' VER. sw�=- 1 50 25 O 50 100 I- 3oo7116 FINISHED GRADE AT CE PIPE 410 ------ - -____ __ EXISTING GRADE AT CE PIPE 9� s .00s3 400: 94- Lf g' PVC 5= 9-49Nr N C) � O .DO Z7 •1~-39' LF 8 PVC S =9 -" SS MH 4 -48" cn - _ SS MHj4U-.4jf - - STA. 15+47.74 cp STA. 15+44.83 STA. 50+08.13 S A. 50 +05.11 T.E. 406.17 TE= 4969 lf-DG. S"'8 T.E. 4,05.9 -04S. 02 T.E. 4W. 4,07-62 3 98. /S• I.E. 396-36 ,� I.E. 398.4 398,E g I.E. 39 .94 E .3 I.E. 399. N 3 99. -IL 3M.05- I.E. 396: I.E. 398-36 39� 2 ' I.E. 49$ $4 N 398-80 I.E. X66 46 w0l'39. V � � .1.? d M O st N O LO 00 to to I"- N L 06 Pl� ui 4 ui t0 p-Z 00 06 00 � � � � d � � � dam- � 0 +00 0 +50 1 +00 1+50 2 +00 STATIONING = CENTERLINE PIPE TRACT D ,45 -8v 161w T TRACT PRO_ FILES SCALE: 1' = 50' HOR. 1" = 5' VER. SCANNED NOV - 7 2003 VERTICAL 10X 50 25 0 50 100 23357 rsTt'90 ',% ZONAL EXPIRES: 3/04/03 WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY DEPTH UNKNOWN CALL 1 -800- 424 -5555 Al-INININ ,'.- �►� / ? /�` �"`� ..S'•` a 7' t SCANNED SEP 13 2002 F l 9 0 0 T -0 t�L 2 0 2 :�' 0 T -0 • 6'FM -DI__z FUTURE STORAGE CAPACITY i W y I d i y � y A 2 1 � LOT 18 VENT 4NTENNA® IKYARD LIGHT ` ---- -- -- ----- 108' VETWELL 1(4' BOLLARD (2 PLACES) ® � Wi 1/2 PVC CONDUIT V-VALVE MCC EASEMENT @ SE 137TH PL TO PSE TRANSFORMER VAULT ,. ,"2 21 410 P/ A MH #2 ss TRACTG 5' - -- .. ... _._.._...... --- ........................ ...... ..... ... .. _ - - MH1S .; - r •.' . . . Y • T - ... 2.. 4'� • . •. . 20 all • • `' ' P 18' ASPHALT -` s� �-- TRACT E TRACT C DRIVE • - - - EM H # - .:.. - ..`.. -..:.. - .:. = .... 5' 4%1 PAVEMENT LIMIT 'T 0 0 go" SEWER STUB } I -,,t -- LOT 19 LOT 20 LOT 21 P/L P/L /L P/L ..__ _— __._ __._ --- _.-. — f—P ELF ._.__ — .r .. .� WAS -BUILT CHANGE FROM ORIGINAL DESIGN, PLAT OF HIGHLANDS ESTATES SW 1/4 S14- T23N -R5E .sr,., C�'1'Y OF s •-sue. 1p I-a-g MRS tp ! -ai -W ar 0- w vwrwo— &*L Mo. ilE1Ar�M IN oK7E 4" :: ::• SCMMEO MAY 12006 7 Lm 2 .o EXPIRES lWQ lKnj.AVFqJ 1-4-W sm 378SITI 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, � @ (DELETED) � @ (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, in w 1 awe I ffm m �BN"IaI�I i— Romeo ft" Dort. Move i 1 ' r` IPA 11 EXPIRES lmlLl" "vfu.w 00:9F.• or 342V_71s I % -s-4" 37 I 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 z::g I . DATUMM Warty. ONPL my am AM SWNE0 MAY 11 2w6 r ` Y C � AL EXPIRES Oy -TTT , A;7 3 :5 • .3C)l 7 2 0 1--x-03 1378 �4 14 l�L 2 0 2 F SWNE0 MAY 11 2w6 r ` Y C � AL EXPIRES Oy -TTT , A;7 3 :5 • .3C)l 7 2 0 1--x-03 1378 �4 14 e10 mss, vR3L71- I no r� iq O `Y DIP t WAS -BUILT CHANGE FROM ORIGINAL DESIGN, i m m IV. SCANNED MAY 112006 dmQa "s -, lIr -l'- -r OF �QN a OWL I wiftow-1 on rall`.r . \ FL.I_ 3! H H 2- 1M5,,, 041'"11E,, W 378SiT . i -C sows e r I Z9 14 Co 0 t A) C E:.,, "% E," I ZB C'e, vt� V- �`J t 43 O4� SL �D .00 V Ut5 Ul T I n 4 P�ES��,Z�.� a w 1 a F+ 1 ti TS M w Coll 13 ILL a � R 1 i Orl i t: M WAS - -BUILT CHANGE FROM ORIGINAL DESIGN, , , •, 4, i �L I -I .1 i I �^ V �1}6 FP zs tni WELL- IC13 1-I R 57 u -1 f I j I I S �� �a —� 3�1� G R,Er—il M, �•/�Fi 15 � A C'A STo r4,..N-coC.. i� H\Q:74 t-JL. o CJ Z �SZ� /°'�JMP STAKL7 f � Puk✓�P oF�= c_ F�t� Cosc� o Top oFbw,(�) _ AP 340 L MCro 5'To'� CD LMA..> o �- x � A• r y . b .r rs v - ,v .+v- - 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 a�w � --= w �`'""°""` �� a►ww alit �6N1� 1�1�1M�A�E �aoN AIM r alas �� � YA7BMN.q, j� SCANNED MAY I 12005 Aa' s 300,723 1- *_0 37 i 2 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, mob : �D 08- &NT LP 1 3 _iA'TL T�AT10N 7 1 �tarw���c, i =� I Waft 0N/t Mop �+r WE Iwo.' ' �• SCoMME0 MAY 112006 tea 30io 72 w. 3 1--a -0 ,%. NOTES 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 /1r �lSL GFI JB 4 #14, 1 #14G 1 SIGNAL CABL w3/ R U ,�✓ �--�- PNL L 3/4` 4 #12 1 #12G *AS —BUILT CHANGE FROM ORIGINAL DESIGN, �i 7� Fs 0 /�1 0 0 108' WETWEL�& M-ax m 1/2' *3/4' SPARE 1/2' PNL L #12,1 #12G �—i HH2� C D z wl` W SNL� 2 �HHl 2' LEGEND 0 JUNCTION BOX m EYS SEAL • CONDUIT STUB —UP 0 RECEPTACLE FAS FLOOD SWITCH FS FLOAT SWITCH MS MOTOR STARTER SP SUMP PUMP FM MAGNETIC FLAW METER — t LIGHT MCC 1 1128 � 4 #3 CU 3 3 (4 N W1" FS 7 #14,1 #14G 1` 1' TO PSE 480V TRANSFORMER 3 #10, 1 #12G, 2 #14 SENS[IR-- -EACH CONDUIT CONDUIT DIAGRAM EXPIRES -Z -by "ok-ommm. ms �AMA6 _,�TAI�S_8eM1 BTATi01� cp � -e--c� ow a, .�..J N 1=6_164TK.AVE.8E MOW Waft D"t rf ow SCANNEO MAY 1 12006 i 1-6-Am 1378SITE 1-6-Am 1378SITE F ty o° +O Wi Y � Y Air �[ � m d� ac a MGM O LU 1D U) Z, W ft�' 0 Oj ^ �... J 0 a z 0 © W Qm� Z Y to z�` U) 0 a mQ 0 z LLS U y W in CL z LL m [� a d oo sn 00 Z �- tr „:3 Z a F 8 jr — z O 4 .� Z FZ ��� W ,W J WE a O = m go a �� p m Z ca a = 2 Z i ir z Cd . O W p M }- ts. 41O 8V �a 2 FJ -. goo = U o 4 O N D �- O Z (� p Z n= V ir CL :O W O ? C'i V7 � {s.. C C� e 0 (2) (CPO Z W IV.I J Z W w nc W U z 4 IU .J H R� 1 V! r � Y � M N V i m a � i P O m�� O OC Z Z °F 9 Q�J N a Oir „� N o 0 a (JD o � � N wC I & J 0 ,- Z O C]' d W U) M a�I c , o V- Et a 0 a. O�-: IMI jr jr-r,% 2 O t u O n- aa�.m��a. �Y OF LP 1-x-03 •'i�srwsi�,NO, mum �!► QIgE ;�:, ;;. Rwwr OAR. scMMEo MAY I I ZW6 i 1 �#OH AT�_8E'YYEJF�„�FT�T'AT101�i =. 137 14 Q LL' C.� W z .J w z 0 R N ao ly W m [n z w [L z 0 m I cr wI.- :2U trW 0 Z � Z Z� o�M CSI x 0 r*4 [0 LO co N �d- 0 rjr c�J a nl 0 N d C] N��- O W m P I rn i Ir w MO O N cnO Z N 1-- x O flD LA It ILL. NO 11. Uw t o cn o a 0 o 'o 0 da %.o +C11 d 0 N o d 0 e d 0 N d 0 CN 0 Q D N Q LO �0 t 11. Uw t U • jr J ix o a 0 o 'o 0 da %.o +C11 d 0 N o d 0 e d 0 N d 0 CN 0 Q D N Q LO �0 W 11. Uw t U F-- jr J ix 0 J J a Q a � d a � nL`'i � w t,.1 cn IL o � O _ }w.._ LL. � U Li.1 tr � W � X CL 3 00-S F Q � Q O Ir O V � o a 0 o 'o 0 da %.o +C11 d 0 N o d 0 e d 0 N d 0 CN 0 Q D N Q LO �0 J Ld m Z3 � J 4" O O O J N N N W a a a a Ln o o n. r- N N �o �o �o W X 00- W W d C) 0 :2 m z Ql W A _.J Q z .-4 Lo ly C] 0 ry W z Q �c u r-- J A i IK W 11. +d t U jr J ix J J Ld m Z3 � J 4" O O O J N N N W a a a a Ln o o n. r- N N �o �o �o W X 00- W W d C) 0 :2 m z Ql W A _.J Q z .-4 Lo ly C] 0 ry W z Q �c u r-- J A i IK =MVM%4 . 'C'.1TY OF _mow _� .�l.�T,,,�TAT10H = llS-�A.7 LP 1- -a-�.1 I '� %+. pmt. Na MEMAM wl a6aE cwt SCANNED MAY 1 ZW6 ..go/ 7d? 7 W 11. Q d N t,.1 cn = O _ tr J CL 00-S 1— W Ir O � Qr � z J LLJ z F- � o � o w o W = a w Z Z�w Cr a � � LLJ Z O JQ W dJ Er O O O J> �I 4.1 IQ- U to (n m I u) W O (n D Z w J a � � Lj- o i o � cL`i� c�i� vL`'i =MVM%4 . 'C'.1TY OF _mow _� .�l.�T,,,�TAT10H = llS-�A.7 LP 1- -a-�.1 I '� %+. pmt. Na MEMAM wl a6aE cwt SCANNED MAY 1 ZW6 ..go/ 7d? 7 1-4-0 1378SITE 11 14 11. 1-4-0 1378SITE 11 14 i im � r 1 T� • Alt c9 Q D W W J W we- CL CL 1 LAJ 15 r 111-6 )MOIL Oft31 "MO 01 3bw r-► 0-% ,M, f- r � J t v v N 3 15 r 111-6 )MOIL Oft31 "MO 01 3bw LL ra 2 a CL CL f- � t t v v N 3 N I N UN LL ra 2 a CL CL M fn 0 .- .- o 0 00% N m a 0-% m W J M .- O I i o ca .- W-Z mWM%W , CMY OF HQHLAwo8LWAIM,WwRJJFr_8rA71M won LP M*LI .a. ftft i dray �, SCANNEO MAY f 1200 ,�� �- �a� �'� 9 Li I I LD H C4 W A [C Z H U H Q ae LD Z Q U H r� V I 1- -6--03 � t t 0 0 0 a t v M fn 0 .- .- o 0 00% N m a 0-% m W J M .- O I i o ca .- W-Z mWM%W , CMY OF HQHLAwo8LWAIM,WwRJJFr_8rA71M won LP M*LI .a. ftft i dray �, SCANNEO MAY f 1200 ,�� �- �a� �'� 9 Li I I LD H C4 W A [C Z H U H Q ae LD Z Q U H r� V I 1- -6--03 .�L W m Ld W a�a r. " J �O tr- r Noo 1e o"Ha *Is() GI 3INVA v a 0. a CL I # h O .- r r p 0 10 r 41r_ 4- q* x4 9 r � dip- 4 N M O I a I N r� d I C7 � N pN _ to a N �� T.- 9 R w- in 0 0 I I •�- r- O pZ V_ .t I r O r �C -AMLAMM J" � �s -eu�r v + � wr '�wws�we. � •��� � ��'l� I�iJ11�De-�TA7E�,�T—�TA7'101�! o Waft DIPL Mo. moo„ sr oae SCANNED MAY 1 2006 4OPa Li 1 -1 Z LO H W A Q Z H 0 X 0 I.L.. W 0 z ZD pq rr� VJ 1378S 4