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HomeMy WebLinkAbout01D1594LOCATED IN SECTION 17, T21 N, R5E, W.M. -.1-4 AUBURN WA / NOTES: , 1. ALL SIDE SEWERS WILL BE INSTALLED WITH INDIVIDUAL SIDE SEWER PERMITS / WITH THE CITY OF AUBURN. 2. THE EXISTING CONTOUR AND PAVEMENT INFORMATION WAS PROVIDED BY A CITY OF AUBURN AERIAL PHOTOGRAPH DATED 04/24/75. THEREFORE, THE / CONTRACTOR IS TO VERIFY EXISTING LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. / 3. THE CITY SHALL BE PROVIDED WITH 5 COPIES OF CERTIFIED MANUFACTURER'S LAB DATA ON ALL PIPE AND FITTINGS. 4. THE SPECIFIC GRINDER PUMPS TO BE INSTALLED FOR THE LOTS/RESIDENCES / SHALL BE AN E/ONE SEWER GP2010 OR EQUIVALENT. THE CITY OF AUBURN / WILL HAVE THE PUMP SPECIFICATIONS ON FILE. LEGEND DESCRIPTION NEW EXISTING WATER METER ®/ CONNECTION VALVE ■ / I BOX ElSppCEi STORM SEWER SANITARY - — - SD— — FORCE MAINEWER $$—- — -SS-- I WATER - — - W— MANHOLE POLE A.C. PAVEMENT I \ I I PARCEL "D" PARCEL "C' PARCEL "B" �\ PARCEL "A" 00 9306159007 9306159007 9306159007 1 1 9306159007 I w c I I O J / APN 334100-0090 I APN-66--- / 334100-0095 w / 9° \\ /N \$ VALVE BOX OPER DOAIL INSTALL: 331LF 2W# 3/C2 (TYP'�� \s HDPE SiDR7 (200 PSI) \ C.O. s& WITH WELDED JOINTS \ APN NOTE: ALL U/G UTILIY LINES SHOWN HEREON WERE FIELD 10Lb j�/// \ 334100-0100 LOCATED FROM PAINTED UTILITY LOCATES / 60— ��^ W� FORCE MAIN 2.5'\ APN O O\ liU� / 334100-0125 SANITARY SUBJECT SITE SEWER EASEMENT / (lYP) N 89'41'07' W 5.27' FROM NE PROPERTY / I CORNER TO P.O.B. BOTTOM OF EXCAVATION: 60.5' / / i CONNECT 2Yi" FORCE MAIN TO EXISTING SSMH FR6 PER DETAIL 1/C2�LOCATION OF $. 10' MINIMUM /$\SEPERAT10N ; /� CTRL = 6245' \ (\ / \ �% S / o- / EXIST. 6" WATER EXISTING\ \0 � \ l� / /�i' \EX. POLE HOUSE \ � \1 i / \� ` / i VE k \� \ \ C.O. / i �,� /ODc� /�/�"" / / REPLACE EXISTING \ \ \ A.C. PAVEMENT PER \ \ SS C.O.A. STDS. �0 14 END FORCE MAIN INSTALLATION W/ \ \ \ CLEAN OUT @ PROPERTY LINE. CAP, /� / // / \ EXISTING / \ MARK AND SEAL END OF FORCE 5— j \ HOUSE/ \MAIN UN11L FUTURE EXTENSION / // / 1��� �\\ \ < \ /� / / / —��-- \ \� \� I EX SSMH C.O.A. #711-19 / RIV 15 EX. INV 64.50 OUT (8" N.) ''✓ / / / / \ NEW INV 64.60 IN (8" SW.) i EX. INV 72.00 IN (2" W.) EX. INV 64.60 IN (8" S.E.) SANITARY SEWER EXTENSION PLAN UTILITY CONFLICT NOTE: .f� N —i :Z7 FTI rri N m ll-. 00 2 N Frl "Al) CAJTION: RECORD DRAWING CERTIFICATION PROJECT REF: FAC 00-0009 7 THE CONTRACTOR SHALL BE RESPONSIBLE fOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH THESE PLANS ARE APPROVED FOR CONFORMANCE THESE DRAWINGS CONFORM TO THE CONTRACTORS T( OF AUBURN ENGINEERING DIVISION'S OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES WITH THE CITY AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONSTRUCTION RECORDS. REQUIREMENTS THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILJTIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY BY: ATE:1-9-a/ j / / / / / // WHETHER OR NOT CONFLICTS EXIST. LOCAl10NS OF SAID UTILITIES AS SHOWN ON THESE PLANS TITLE/POSITION. APPROVED BY' Ocri S� ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO CONFIRMED BY CITY DATE: PROCEEDING WITH CONSTRUCTION. DATF APPROVFFI' 15TH ST. NE OTH NE I`ia SITE VICINTY MAP OWNER INFORMATION MR. ALEC POUSHCHUK 14400 S.E. 19TH PLACE BELLEVUE, WA 98007 (425) 562-4914 DATUM (NGVD 29 VERT) N.W. CORNER OF POWER VAULT LOCATED SOUTH k 15' WEST OF SANITARY SEWER LIFT STATION 0 N.E CORNER OF 320th ST S.E. & 104th PL S.E., ELEVATION 71.02 BENCH MARK CD CITY OF AUBURN BENCH MARK /25-E SECTION CORNER MOH. AT INTERSECTION OF R STREET N.E. AND 8th STREET N.E. ELEVATION 66.78. CD LEGAL DESCRIPTION THAT PORTION OF LOT(S) 22 AND 23, C.D. HILLMANS'S GREEN RIVER ADDITION DIVISION NO. 1, ACCORDING TO THE PLAT CD THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 67, IN KING COUNTY, WASHINGTON AND UNPLATTED POR11ON OF GOVERNMENT LOT2 IN SECTION 17, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTION ADJOINING, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 21, C.D. HILLMAN'S GREEN RIVER ADDITION; THENCE SOUTH 31'03' EAST 130 FEET TO THE POINT OF CD BEGINNING; THENCE CONTINUE SOUTH 3EAST 90 FEET; THENCE SOUTH 58'57' WESTT 139 FEET MORE OR LESS, THE EASTERLY BANK OF THE GREEN RIVER; CD THENCE NORTHERLY ALONG SAID BANK TO A POINT WHICH BEARS SOUTH 58'57' FEET FROM THE POINT OF BEGINNING; THENCE NORTH 58'57' EAST 135 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. PARCEL NO. 334100-0125 EXIST. 24' E X! ST. 8" S=0.004 t � EX[Sa.1Z` r { _Ss_f 1 I EXIST. POWER U VAULT (B.M ON NW CORNER) SHEET INDEX Cl SANITARY SEWER EXTENSION PLAN C2 SANITARY SEWER EXTENSION PROFILE REV. DATE BY DESCRIPTION 1 07/11/00 G.MO C.O.A. COMMENTS/REVIEW 2 07/18/00 J.R.P. C.O.A. COMMENTS/REVIEW F F �yvi • z_ J C) W \ M Zo 00 ■^ Z 0 N bt AD N ��i Z _� x W Q Z p W of p W Z_ N W = O U E�31 rO W Jd00z� ckf m 5;fM N U I ¢� 3 z m m ¢ W W (� Z C) Y (n � Z =W U X = W J Lj vi U J a 0 -I /!8/':'� DATE MARCH 2O00 DRAWN BY G.MO DESIGN BY D.E.B. JOB NO. 00-002 SHEET N0. Cl OF 2 QF n 03-7 10� 2 Q 711 01 D 1 5/ GENERAL PLAN NOTES 1_ ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE *WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD , BRIDGE AND MUNICIPAL CONSTRUCTION - A ND AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REWIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. TI A APPROXIMATE. IDENTIFICATION 5. LOCATIONS SHOWN FOR EXISTING UTILITIES RE , LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONS181UTY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH CITY OF AUBURN. 2. DURING DEMOLITION OR CONSTRUCTION IN ROADWAY RIGHT OF WAY, PROVIDE ADEQUATE SAFEGUARDS, SAFETY DEVISES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NECESSARY TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE WORK COVERED INDICATED ON THESE PLANS. ANY WORK IN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW REQUIRES AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC EFFECTED. ALL SECTIONS OF WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL - SHALL APPLY. 3. BEGIN CONSTRUCTION. 4. ANY AND ALL DEBRIS FROM THE DEMOLITION SHALL BE PROPERLY DISPOSED OF ACCORDING TO LOCAL, STATE AND FEDERAL REGULATIONS IN A TIMELY MANNER AND SHALL BE REMOVED WITHIN A PERIOD OF OVER 24 HOURS. 5. MARK TERMINATION OF FORCE MAIN PER THE SANITARY SEWER CONSTRUCTION NOTES. 6. PROVIDE SURVEYED AS -BUILT DRAWINGS OF THE SEWER PER CITY OF AUBURN REQUIREMENTS. 1-8' CLEAN OUT W/ CONCRETE COLLAR PER W.S.D.O.T. PLAN NO. B-18b II LOCATED IN SECTION 17, T21 N, R5E, W.M. AUBURN WA. 75...................... .... _.................. ........................ _..._.................. ..... .................. _........................ ..... .................. _..._..............----_..._.................._..._..................._...._..................._..._..................._..._..................._..._..........._......._...._................----..._....................... 75 -. 72........................... _.................. _..._.......... ..._. _......................... ............ _.:.:.......... ............ ........ .... _... _.......... _....................... 2 EXIST h D I flIf .. WATER MAIN II TO IC .... 8" CLEAN WT HAVE 4$ MIN., COVER) CLEAN" EXIST. / - - ---- / F I- - - - - - - W T GRADE / //. -EXIST 8" PVC c) 00.40: z - --:... _.... ..... ......:..: 63/� ...:._.. _..:..... ........ .......... _.:.:.:. ----:... ..:.:. .._.... ....:...: ..:.:..:....................... :..:... ..:. .... _.:.: __ -------- .. .:. ..3 EXIST. SSMH C.O.A. 1711 37 RIM _ ,.. INV 65.92 OUT (8' N) �. INV 66.02 IN (6 $) IN ( Yn 60 -----.._.. ._........... ._.._........... .......... .. ............... _ - - _.............. p EXIS 6" b,l. . 331LF 2Y:"0 HDPE SIDR7 200 PSI)CONNECT ( 2Yi' FORCE EXIST 10LF:8' .SS WATER MAIN WITH WELDED JOINTS MAIN TO EXISTING SSMH PER DETAIL 1/C2 407 (ASSUMED TO :. TO BE REMOVED ( ) HAVE 48" MIN ... 57......................_................ _.:. COVER) ...... ....... ......... .._.................._.:...... 6......... ....._ :..... .... _.._.................._..:._................... 57 �j FQ?CF,ygjN 1-8"X8" PVC SDR-35 WYE 2WO HDPE S1DR7 PIPE (200 PSI) W/ WELDED EX. 6" SS JOINTS I I I I I EX. SSMH #711-34 I I /RIM = 73.00 I I /IE = 65.92 OUT (8" N) IE = 66.02 IN (8" S) 8' PVC SDR-35 A 2-5% - 1 - IE = 66.07 IN (6" W) F ---------.- ---LI � 11 ll EX. 8" MAIN I I i L-------� 1 LIST. 8" SS STUB A / % (TO BE REMOVED) FORCE MAIN CONNECTION TO SSMH N.T.S. UTILITY CONFLICT NOTE: CAUTION: SEWER MAIN PROFILE SCALE: 1'=30' HORZ. 1"=3' VERT. POLYETHYLENE FLANGE THERMAL FUSION BUTT WELDED TO PIPE NEOPRENE GASKET CAST IRON BACKING RING COUPLING HUB X HUB REMOVE INTERNAL BEAD PVC SIDE SEWER PLING r FLEXIBLE COUPLING _- 1 SCHEDULE 0 PVC 6 MIN. 304 SS BOLTS AND NUTS 12" MAX' NOTE: USE ANTI -SEIZE COMPOUND ON ALL THREADED SS BOLTS AND NUTS POLYETHYLENE PRESSURE SPIGOT PLUG DRILLED SEWER LINE FOR POLYETHYLENE PIPE ID 2 PRESSURE LINE CONNECTION DETAIL C2 N.T.S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: / DATE: TITLE/PO TION��- - _ CONFIRMED BY CITY DATE: NOTES: 1. THE CITY SHALL BE PROVIDED WITH 5 COPIES OF CERTIFIED MANUFACTURER'S LAB DATA ON ALL PIPE AND FITTINGS. 2. THE SPECIFIC GRINDER PUMPS TO BE INSTALLED FOR THE LOTS/RESIDENCES SHALL BE AN E/ONE SEWER GP2010 OR EQUIVALENT. THE CITY OF AUBURN WALL HAVE THE PUMP SPECIFICATIONS ON FILE. NOTE: 1. CUT -IN CONNECTIONS REQUIRE TRACER WIRES TO BE SPLICED TOGETHER USING SHRINK TUBING 2. FOUR OR MORE STACKED METER BOXES MAY BE REQUIRED FOR DEPTH 03 ^ LOOP 3. CARSON BOX SHALL BE MARKED / z FOR SEWER. - - - - MATERIAL UST ALL PVC WILL BE SCHEDULE 80 AND THREADED •1. CARSON JUMBO METER BOX (PART J1730) STACK AS REWIRED. 42. 1 - CARSON LID (MARKED 'SEWER') 4 9 iD � 3. 1Yi POLYETHYLENE PRESSURE PIPE PUMP COLLECTOR SDR 11 (LENGTH TO SUIT) MAINLINE 4. 2 - 1144 COMPRESSION COUPLING (PVC) CLEANOUT 5. 2 - 1Y4" x 6" NIPPLE (PVC) 6. 1 - 1Yi BALL VALVE (PVC) TRACER WIRE INSULATED 12 GAUGE 7. 1 - 1Yi x 3" NIPPLE (PVC) WIRE (SOLID CORE) TO BE WRAPPED 8. 1 - 1144' BRASS SWING CHECK VALVE AROUND THE PIPE FROM COLLECTOR 9. 1 - REDUCER SDR 11 (SIZE TO SUIT) MAINLINE AND CONTINUE WIRE TO 10. 1 - TEE SDR 11 (SIZE TO SUIT) GRINDER PUMP CLEANOUT (AS SHOWN). © h©m hv-Illyi ►A! I ���II'�il(�ia��ir�=� i�■r.ir.rl � , • STREET USE REQUIRES FOGTITE /2 CONCRETE BOX AND TRAFFIC BEARING LID (H-20 LOADING) r3--� COLLECTION VALVE --:BOX DETAIL N.T.S. PROJECT REF: FAC 00-0009 9/17/00 C7 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: DATE APPROVED: 8f2s�ao w •� Z J ^ t/� Lo C) W \ r7 C-D=CD Z N Pei O 00 .� w F- o LO �N00 LLJ _rn O LL,ZN U w = Lo orf c O M o z� 00 cr -� -t m M A Ln wU�QC14 m 0 Z 0 Z W iG W W J W O W Qf N cl- ,^ F- ,Q V/ EXPIRES 3/8/2001 LLT (N W U a C> 0 DATE MARCH 2O00 DRAWN BY G.MO DESIGN BY D.E.B. JOB NO. 00-002 REV. DATE BY DESCRIPTION SHEET NO. 1 07/11/00 G.MO C.O.A. COMMENTS/REVIEW 2 07/18/00 J.R.P. C.O.A. COMMENTS/REVIEW OF 2 7 Fr, 03, Zafz Q 711 01 DJD f`