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HomeMy WebLinkAboutWWP2703812.90 0 c U 0 Uj V) 0 + 14+00 Q ~ �W cn = W N Dw Z L�'j �_— 0 Z SEE SETTLEMENT MONITORING NOTES, THIS SHEET; AND DETAILS 6 AND 8, SHEET 10. MANHOLE NOTES: GENERAL: ALL MANHOLES SHALL BE INSTALLED PER STD. PLAN 400.1, INCLUDING A HIGH SOLIDS URETHANE COATING, AND SHALL HAVE A FLAT TOP AS SHOWN IN STD. PLAN 400.2. O INSTALL 60-INCH SADDLE MANHOLE PER SADDLE MANHOLE DETAIL 2/10. 20 INSTALL 60-INCH DROP MANHOLE PER STD. PLAN 402.2. 3O INSTALL 60-INCH SANITARY SEWER MANHOLE. ® INSTALL 48-INCH SADDLE MANHOLE PER SADDLE MANHOLE DETAIL 2/10. 50 INSTALL 48-INCH SANITARY SEWER MANHOLE. © ABANDON EXISTING SSMH PER STD. PLAN 400.5. SEE SHEET 4 FOR COMPLETE ABANDONMENT PLAN. H � \ EXISTIN\RETAINING\WALL to it \ N) II o � I \ o j N C_ C' i _ o 15+00 \ \ 0 \ \\ L 0 40' ASPHALT REST �ATION AROUND S4F \ Z) INSTALL 60-INCH CUT -IN MANHOLE W/ DROP INLET PER STD. PLAN 402.2 AND REFER TO SSMH 006A WSD T \/ \/ INSTALLATION DETAIL 7/10. nA WS T INSTRUMENTATION POINTS DECOMMISSIONED BY WSDOT PRIOR T TRENCHLESS NOTES: aO. CONTRACTOR MAY MODIFY DRILL RIG LOCATION, ENTRY/EXIT ANGLES, AND BEND RADII BASED ON SITE CONDITIONS, AND MANUFACTURER'S RECOMMENDATIONS. THE LF OF ON -GRADE HDD INSTALLATION AND THE LF OF ON -GRADE OPEN CUT INSTALLATION TO BE ADJUSTED BASED ON CONTRACTOR'S DESIRED HDD ENTRY/EXIT GEOMETRY. b. CONTRACTOR TO DETERMINE SHAFT DIMENSIONS WITHIN THE APPROXIMATE LIMITS SHOWN. c. HDD BORE GEOMETRY SHALL NOT CROSS WSDOT ROW, SHALL STAY WITHIN THE PROPOSED CITY ROW AND SHALL SATISFY SPECIFIED TOLERANCES (SPEC SECTION 7-20.3(4)). Stantec 11130 NE 33rd Place, Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com IN j 0 CONSTRUCTION. IN N CTION. SETTLEMENT MONITORING NOTES: • CONTRACTOR TO INSTALL ONE SURFACE SETTLEMENT MONITORING POINT OVER CENTERLINE OF PROPOSED PIPE ALIGNMENT AND TWO POINTS ON EITHER SIDE OF PIPE, OFFSET 10' AND 20' FROM CENTERLINE. • SURFACE SETTLEMENT MONITORING POINTS ARE TO BE INSTALLED WITHIN WSDOT LIMITED ACCESS RIGHT-OF-WAY (LAROW). CONTRACTOR TO WORK WITH THE CITY AND WSDOT TO ACQUIRE THE RIGHT OF ENTRY TO THE LAROW, AND SHALL COMPLY WITH ALL PROVISIONS AFFECTING AN INTERSTATE LAROW, AS IDENTIFIED BY WSDOT. SCALE 20 20 40 (FEET) I INCH = 20 FT LAPNCHRECEI TION JSHAF (AFPPROX MATEII, DIME SION SH I \ Q I I �I I� QI II CONTRACTOR TO PROTECT EXISTING I e UTILITIES DURING i r CONSTRUCTION I { Iil N) it ASPHALT RESTORATION (TtP.) 1 9 36" STEEL CASING PIPE WITHIN WSDOT ROW, SEE DETAIL 4, SHEET 10, i o I !� _ ICI ll RESTORE CURE AND ' ACCESS TO PIROPETy 6ETWE,EN LANDSCAPING f0 STA 14+40 ND �TA 1 +331 SHALL NOT MATCH EXI'STIPJG, BE AVAILAB E UNTIL AUGUST 1, 12016. o i I ' I i � I These drawings have been prepared based on information provided by others. Stantec has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. S WALIG OF WASIyJ ��� �= rr ■ 38087 �j4j0` .� ISTER� 1�SIDNAL FOR CONSTRUCTION RECORDS ONLY I � � I I � I I I' uj Lu o 0 0 I o Q U) j I li O I SSMH 001 z N. 174,332 (RENTON GPS) uj j E. 1,300.050 (RENTON GPS) O - o 17+00___- 17+20 EX. SSMH 2263 O 2 C U I c I Q I � I I I i I I ' I I I I � I I S=381209 REVISED TO INDICATE CONSTRUCTION RECORDS FIELD REP: SCARSELLA BROS REVISED BY: IZABELLA MIROCHNIK DATE: 10/10/2017 CONTRACTOR: SCARSELLA BROS 15"PVC PIPE: 335 L.F. JIM EAGLE MANHOLES: 1-60" CONCRETE, GRANITE PRECAST L. BRO>/-) OF WA 37847 �SSIONAL �1 TALBOT HILL SEWER RELOCATION - 1-405, SR167 IC/DC PROJECT WWP-27-3812 r WALK �1 38087 STER��Cs1'� `�sIONAL E� CRD SHT. 9 OF 11 z D D z 'T1 �� z �= c Mo Mm �m- Nz 71 z z IT 0 D U1 D T n 0 o C D O z TIM D --7 D D<11 C 7G �_ m0 Mm "'m- re � z z m c0 0 D m D n O M0 D°oo Mc CD G <