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HomeMy WebLinkAbout05D1762Ilm 0 I 1. ALL SIDE SEWERS WILL BE INSTALLED WITH INDIVIDUAL SIDE SEWER PERMITS WITH THE CITY OF AUBURN, A COPY OF WHICH MALL BE ATTACHED TO PUMP INFORMATION FOR CITY RECORDS. 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 ED CONNECTION VALVE i BOX STORM SEWER - — - SD— — S,QIlTARY SEWER ---36 — - — - SS — — FORCE MAIN CLEAN OUT WATER --- W-- WANHOLE O POLE -0- I:.C. PAVEMENT 15TH ST. NE LOCATED IN SECTION 17, T21 N, R5E, W.M. AUBURN, WASHINGTON Al 10-- ST. 9TH ST NE NE 8TH ST. NE. o Jm 41 `r SITE MAIN ST. E. VICINTY MAP OWNER INFORMATION GERALD AND PATTY BUTTS 32211 104TH PLACE SE AUBURN WA, 98002 I / / (253) 833-7946 DATUM (NGVD 29 VERT) N.W. CORNER OF POWER VAULT LOCATED 10' SOUTH & 15' WEST OF SANITARY SEWER LIFT STATION ®N.E CORNER OF 320th ST S.E. lt� do 104th PL. S.E., ELEVATION 71.02 BENCH MARK I \ I CITY OF AUBURN BENCH MARK #25_ E zz,_ '' / / / I SECTION CORNER MON. AT INTERSECTION OF R STREET N.E. AND 8th STREET N.E. PARCEL "D" I PARCEL "C" I PARCEL 'B" \\, PARCEL "A" ELEVATION 66.78. " 9306159007 93D6159007 9306159007 i 9306159007 I N LEGAL DESCRIPTION C7 THAT PDRTION OF LOTS 24 AND 25 OF C.D. HILLMAN'S GREEN RIVER ADDITION DIVISION NO. 1, AS PER PLAT RECORDED IN APN RECORDS OF KING COUNTY - VOLUME 17 OF PLATS, PAGE 67, - - 334100-0090 ( y -J N AND OF VACATED GREEN RIVER BOULEVARD ADJOINING APN �, I 66-- --1DESCRIBED AS FOLLOWS: MAO /334100-0095m BEGINNING AT THE NORTHEAST CORNER OF LOT 21 OF C.D. � M HILLMAN'S GREEN RIVER ADDITION; o+ / THENCE SOUTH 31'03'00" EAST ALONG THE SOUTHWESTERLY O LINE OF GREEN RIVER BOULEVARD 310 FEET TO THE TRUE POINT OF BEGINNING; / s \ I , — I THENCE SOUTH 31'03'00" EAST 6.75 FEET, MORE OR LESS, \`& \ 00 TO AN INTERSECTION WITH THE SOUTHWESTERLY LINE OF ��.s / EXIST E IST•66.36 EXIST. HOUSE �� i GREEN RIVER BOULEVARD, AS ESTABLISHED IN ORDER OF APN $,\$' \ C.O. - - I = VACATION RECORDED UNDER RECORDING NO. 4667679; . �► �/ \ / -� 1 THENCE ALONG THE SOUTHWESTERLY LINE OF GREEN RIVER 334100-0100 --3 BOULEVARD, \ ( t� AS ESTABLISHED BY SAID VACATION ORDER � 103.76 FEET; \N_ / _ 7- \ Z THENCE SOUTH 58'57'00" WEST 110 FEET, MORE OR LESS, TO THE EASTERLY BANK OF THE GLEN RIVER; \u , THENCE NORTHERLY ALONG SAID EASTERLY BANK TO A POINT / �1 � \, � t1ti. •' �.fL�/} �. , �. 6si�.a � �� , L ,•L' �' . y,1 ti / � i � s EXIST 2Yz 0 HDPE 2.5 /i S f ;:.. / \•�,\ \ APN S1 DR7 PER FAC () \ ASS , F. �� � \ WHICH BEARS SOUTH 58'S7'00" WEST FROM THE TRUE POINT / r ✓ 1- ( OF BEGINNING, P `� NORTH 58'57'00" EAST 122 FEET MORE OR LESS 334100-0125 \ . 00-0009 THENCE EXIST. PUBLIC, �, {' \ TO THE TRUE POINT OF BEGINNING; // �! ,f �, �o yll,f 'i I ' '� °�`, ' ��' " , �� �'`����fl��lti�l ;�J, ¢ � � � \ % SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. / SANITARY SEWER � � � ���;: �' i4 al a4 ! / EASEMENT �2, , ` ,, �� PARCEL NO. �.' / ^ S; / %% rim,% �..: / / ��\ ��. x ,� l —� / 334100-0135 / Ja�Y , v h /' � EX. SSMH \ .. -.� ,� u� .�_ ,� / `� APN `'�, / J �rl x,,: .J 334100-0130 `�A / / '� / RIM=69.74' LOCATION OF / CTR. CHANNEL = 62.45' ;y J � � EXIST. 6" WATER \� \ / err„a�J / / / \ \�J`' 6" IN NW EXISTING\ EX. POLE \ HOUSE \ EXIST. C.O. / / }1' J�. CONNECT PR�APOSED \ �� �' '' / / / �'� \ \t.:4„ ! r SS J1' FORCE MAIN 1'0 EXIST. CLEAN OUT \ s _ c 334100-0135%./ / \ �- �� � -.• � / �- / \ � J " ,, yr. \ INSTALL 211 LF A if0 HDPE S1DR7 (200 PSI) \ \ / � ff! / � / _ --� \ \ i --� l • J,:y gym.. �: Na :.t \ \ WITH WELDED JOINTS \ �j / / 13 \ •.••\ EXISTING \ \ \ HOUSE \ / \ /€JSJ,ST 8 SUBJECT SITE 1> / ( ) \ X t \ `.0 \ 17` / ___ ---- \ \ EX. SSMH C.O.A.711-19 \ �/ �•\ 4.. uE r xn z / / �p 11 �-- 15 RIM 75.QOt n f /' EX. INV 64.50 OUT (8 N.) NEW INV 64,60 IN (8" S. E.X. INV 72.00 IN (2" W.) I EX. INV 64.60 IN (8 S.E.) SANITARY SEWER EXTENSION PLAN At,,;,yr � CON dCTOR IS TO REMQV� / y / r�f"n{, °, REPLACE ALL H SCAPE AND /;iw / LANDSCAPING DIS BED /��0 // 1»-30' BY FORCE Mom! STALLATION/ BACK TOME ORIGINAL I \.� VI COI�r�N. (�) REVISED 12/18/01 '' �� --� UTILITY CONFLICT NOTE: -- ALL: CONNt6TI / /' /� zz ALVE B�WIPER .DETAIL "/ RECORD DRAWING CERTIFICATION PROJECT RE: 2/C FAC Ol -0003 / �INTAIN AT LEAST � CAUTION TF � i / OF VERTICAL WATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH THESE PLANS ARE "APPROVED" FOR CONFORMANCE J END FORCE MAIN INSTALLATION W/� BETWEEN EXi T. WATER THESE DRAWINGS CONFORM TO THE CONTRACTOR'S � MAll4'ANO PROPOSED / � ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES WITH THE CITY OF AUBURN ENGINEERING DIVISION'S CLEAN OUT @ PROPERTY LINE PER ?," of FORCE M / AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONSTRUCTION RECORDS. REQUIREMENTS DETAIL 1/C2. CAP, MARK AND SEAL W I THIS SHALL INCLUDE CAVING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF / / PER D.O:E.-RMIREMENTS fo u i / END OF FORCE MAIN UNTIL FUTURE/ / 140\ I THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY BY: DATE: / /3 �© / EXTENSION / / / / \ WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS APPROVED BY: / 2� y�4G� -�3 ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE TITLE /POSITION�' /— CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLE►!S PRIOR TO CONFIRMED BY CI DATE: S / PROCEEDING WITH CONSTRUCTION, DATE APPROVED: �?-,�� '1� EXISTING FORCE MAIN WAS INSTALLED PER POLISHCHUCK SEWER EXTENSION PLANS FAC #00-0009 EXIST. 24" k�l A^l1 o I W 'v F- p = cv 00 •^jam N �}G �W�cv U W � O cn �. u) W 0 N z0 �00Q: !> m ,ul c-)v='�". W Z O W i� _'-- � W m J c� J r � N M EXIST. 8" S=0.004 F= J , — — —SS— - EXIST. POWER 0 VAULT (B.M. ON NW CORNER) I SHEET INDEX Cl SANITARY SEWER EXTENSION PLAN C2 SANITARY SEWER EXTENSION PROFILE REV. DATE BY DESCRIPTION 1 03/21/01 J.R.P. REVISED PER C.O.A. RLNEW COMMENTS 2 12/18/01 G.MO REVISED PER EASEMENT CONSTRAINTS i /opv/v sw ow~ &vm~ ty a DATE FcB 2�! J1 DRAWN BY J.R.P. —DESIGNBY D.E.B. JOB N0. 01-014 SHEET NO. Cl OF 2 1 Z- Os 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" AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED 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, 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR U'ILITIES 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 DETERM,NING 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 RESPONSIBILITY 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. MARK TERMINATION OF FORCE MAIN PER THE SANITARY SEWER CONSTRUCTION NOTES. 5. PROVIDE SURVEYED AS -BUILT DRAWINGS OF THE SEWER PER CITY OF AUBURN REQUIREMENTS. JOINTS AS SPECIFIED IN -- STANDARD SPECIFICATIONS 6"-45' ELL ----- (BELL X SPIGOT) EXTEND 6" CLEANOUT TO SURFACE, CAP AND MARK POLYETHYLENE FLANGE 6" WYE THERMAL FUSION BUTT WELDED TO PIPE NEOPRENE GASKET - COUPLING HUB HUB X HUB \ 6 MIN. 304 SS BOLTS AND NUTS - NOTE: USE ANTI -SEIZE COMPOUND ON ALL THREADED SS BOLTS AND NUTS SPIGOT PLUG DRILLED FOR POLYETHYLENE PIPE ID CAST IRON BACKING RING r- REMOVE INTERNAL BEAD FLEXIBLE COUPLING COMPRESSION COUPLING SCHEDULE: 80 PVC 12" MAX. z '., -@#i "O POLYETHYLENE - PRESSURE SEWER LINE CAPPING/CLEAN OUT DETAIL N.T.S. SEWER MAIN PROFILE SCALE: 1"=30' HORZ. 1 "= 3' VER T. KIL 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 WILL HAVE THE PUMP SPECIFICATIONS ON FILE. UTILITY CONFLICT NOTE: CAUTION: 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 F'OTHOLING 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 OP, 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 PR'lR TO PROCEEDING WITH CONSTRUCTION. It NO : 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 3. CARSON BOX SHALL BE MARKED FOR SEWER. -- MATERIAL LIST ' ALL PVC WILL BE SCHEDULE 80 43 4 AND THREADED *1. CARSON JUMBO METER BOX (PART #1730) STACK AS REQUIRED. - *2. 1 - CARSON LID (MARKED "SEWER") FROM 3. l Y4" POLYETHYLENE PRESSURE PIPE GRINDER SDR 11 (LENGTH TO SUIT) PUMP 4. 2 - 1 Y4" COMPRESSION COUPLING (PVC) CLEANOUT 5. 2 - lV4" x 6" NIPPLE (PVC) " LOOPID 6. 1 - 11/4 BALL VALVE (PVC) TRACER WIRE INSULATED 12 GAUGE -� 7. 1 - 1Y4" x 3" NIPPLE (PVC) WIRE (SOLID CORE) TO BE WRAPPED 8. 1 - 1V4" 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). * STREET USE REQUIRES FOGTITE #2 CONCRETE BOX AND TRAFFIC BEARING LID (H-20 LOADING) COLLECTION VALVE BOX DETAIL N.T.S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM 'TO THE CONTRACTOR'S CONSTRUCTION RECORDS, COLLECTOR MAINLINE REVISED 12/18/01 PROJECT REF: FAC 01-0003 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS BY: DATE: o/ZL-/-3 TITLE/POSITION_APPROVED BY: CONFIRMED BY CITY;2 DATE: 3 y DATE APPROVED: — 12-1 2 iAci__ �� Aft �J •� o _z J ^ 1 cry Cn C' N z o 00 00 .� w�woLO z 15 c 6 u) 60 Lo x l J - W <zC\ W z CV W��z0000 �c7<q-v� O ZD ZD J �{- m1 N U Q W FJ w DATE a ca W Q W � � Z W F— w W vi m w v a cl- z r d- 0 N cw o W F— LAJ W W LA_ 0 W V) F-- Z I z./zo I FEB 2001 DRAWN BY J.R.P. v DESIGN BY D.E.B. JOB NO. 01- 014 REV. DATE BY DESCRIPTION SHEET NO.1 C 2 O 2 — 03/21/01 J.R.P. _—_ REVISED PER C.O.A. REVIEW COMMENTS 2 12/18/01 G.MO REVISED PER EASEMENT CONSTRAINTS 3 [_!!/�03 _/ G,f�O - AS--BU/LT .fNfl9 PiPO RO T� WP 4, DAR f C0/V5,9VCT2lV P ;-" (SI-S Z. Of 7