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Home My WebLink AboutWWP2703812.100 n0 0 N 0 w cn r 0 N _a di H 0 CD z 0 _J a_ 6" CRUSHED SURFACING TOP COURSE, COMPACT TO 95% MODIFIED PROCTOR (ASTM D1557) UNDISTURBED NATIVE MATERIAL PVC PIPE BANK RUN GRAVEL OR NATIVE BACKFILL IF APPROVED IN WRITING BY ENGINEER, COMPACT TO 95% MODIFIED PROCTOR (ASTM D1557) 6"MIN. BEDDING MATERIALS 7_.5'MIN. NOTE: REFERENCE RENTON STD. PLANS 110.1 AND 405 FOR FURTHER DETAIL. TRENCH DETAIL FOR GRAVITY MAIN (OPEN CUT/UNPAVED SECTIONS) NTS NEW 60"0 PRECAST MANHOLE BASE SECTION WATERTIGHT MANHOLE ADAPTOR CONNECTION ( TYP. ) - ----- - ----- ----- EX. 8" CLAY�� INV=86.22± - -- FOUNDATION GRAVEL (6" MINIMUM) ADJUSTING RINGS (4"MIN/16"MAX). GROUT BETWEEN RINGS. PLASTER INSIDE FACE w/ 3/4" GROUT CITY OF RENTON STD. MH FRAME AND COVER PER STD, PLAN 401 (OR FLAT TOP PER PLANS) RUBBER GASKETED, GROUT ALL JOINTS CONTINUOUS ON INSIDE ,'- AND OUTSIDE OF MANHOLE w 48"m OR 60"o PRECAST 0 CONC. GROUT POLYPROPYLENE 4 SADDLE MH BASE. MH WALL MANHOLE STEPS LLI _J Li aCUT OUT TOP OF PIPE AFTER BENCH IS FORMED z a a SEE PLAN WATER STOP i AND PROFILE { AROUND PIPE TO PROVIDE WATER w FOR PIPE TIGHT SEAL L, DIAMETER CONSTRUCT CHANNELS FOR PROPOSED SEWER CHANNEL DEPTH MAINS, AS SHOWN ON SHALL BE 3/4 :7 8"MIN PLANS OF DIAMETER ' OF THE PIPE z 4"x8"x8" SOLID 6"MIN N CONCRETE BLOCK i a Q° ° ° O o ,g. o w o ° o - o v °S o °mo, p°O oQQ oo ° ° oog o� oo o °p°poft po o o°•°��000aOpp�OoV�o�b 0°%� off,�•�•p 000go0oogp_ren000Ro00�o0o008JOo°o o0o°°cAS0�2S o°•• \Oo�OooLAdU ^ o�O0. o�OOp�o \ooa' ooC�MU°000 \o\0 0 000 �o°poOp00 0 Apo 000 0 00 �o 6" MIN DEPTH COMPACTED CRUSHED SURFACING CAST IN PLACE (NON -CAISSON CONSTRUCTION METHODS ONLY) BENCH AND MANHOLE BASE 55 SADDLE MANHOLE DETAIL NTS GENERAL INSTALLATION PROCEDURES (SSMH 006A): ANEW PRECAST MANHOLE SECTION TEMPORARY III= 8" PVC I jI z 2" i 4IIII `0 III= EX. 8" CLAY "fI I II l L-NEW ROMAC 501 =11 TRANSITIONAL COUPLING OR APPROVED EQUAL (TYP) INV=86.68± INSTALL DROP CONNECTION PER STD. PLAN 402.2 SSMH 006A INSTALLATION DETAIL Stantec 11130 NE 33rd Place, Bellevue WA 98C,01 phone: (425) 869-9448 www,stantec.-c , NTS 1, TO INSTALL MANHOLE, THE CONTRACTOR WILL TEMPORARILY INSTALL BY-PASS SYSTEM FROM EXISTING SSMH 2292 TO EXISTING SSMH 0057. CONTRACTOR CAN ASSUME A PEAK FLOW RATE OF 10 GPM. 2. EXPOSE AND REMOVE SECTION OF EXISTING PIPE. 3, SET MANHOLE IN PLACE TO PROPER ALIGNMENT AND GRADE, 4. INSTALL NEW 8" PVC AND DROP CONNECTION AS SHOWN IN DETAIL. 5. INSTALL TEMPORARY PLUG IN BOTTOM OF DROP CONNECTION UNTIL CITY HAS APPROVED SWITCHOVER TO NEW SYSTEM. 6, FOR SWITCHOVER, REMOVE TEMPORARY PLUG FROM BOTTOM OF DROP CONNECTION AND CUT AND REMOVE PIPE SHOWN AS "TEMPORARY 8" P VC. " REVISED TO INDICATE CONSTRUCTION RECORDS FIELD REP: SCARSELLA BROS REVISED BY: IZABELLA MIROCHNIK DATE: 4-6-2017 CONTRACTOR: SCARSELLA BROS CRD 10 of 11 RECORD DRAWING 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. REVISIONS TO WETLAND FILL. RE'v S0N 50 EXISTING GRADE 45 MIN. 3" HMA (CLASS )¢") MATCH SAWCUT EDGE OF EX. PAVEMENT DEPTH /—EX. PAVEMENT, 6" CRUSHED SURFACING TOP COURSE, THEN TACK & COMPACT TO 95% MODIFIED PROCTOR SEAL JOINT (ASTM 1557) 1 EX PAVEMENT MIN. 000°o ° 000 00001 00 00 000 00 'BANK RUN GRAVEL OR NATIVE UNDISTURBED \// :'::::::`.-::';`::::== \BACKFILL IF APPROVED 9N NATIVE \/ /WRITING BY ENGINEER, MATERIAL ,\ • ;:.•:., :• :• : \\ COMPACT TO 95% MODIFIED PROCTOR 21 MIN. PVC PIPE 6"MIN. BEDDING MATERIALS /./..\ /\\ 2.5'MIN. NOTE: REFERENCE RENTON STD. PLANS 110.1 AND 405 FOR FURTHER DETAIL, TRENCH DETAIL FOR GRAVITY MAIN (OPEN CUT/PAVED SECTIONS) NTS Ai GRADE TO MATCH EXISTING FILL MATERIAL TO BE GRAVEL \ BORROW PER SPECIFICATION, KEY INTO EXISTING SLOPE \ EXISTING 12" CULVERT\\\\ PROP. 18" STL CASING\\� ' 35 INV=44.00 W/12" CARRIER PIPE \ \ ETHA FOAM PAD \\ FILL SLOPE WITH RIPRAP 4" BELOW UD r NTS ACCESS COVER DETAIL, SE 1 10 . a — PIPE CAP WITH ROUNDHEAD STAINLESS STEEL BOLT THROUGH CAP TACK WELD JJ J,LLL SEAL PIP! OR EQ PIPE & (SIZE PER PLANS) (TYP.EACH (SIZE PER PLAN) END) SECTION A -A NOTES: 12—FT GRAVEL ACCESS RD PER DTL 9/10 55 PROPOSED BERM WITH PROTECTIVE RIPRAP 50 (MIN 1' THICK) 38 LF ® 1, 7% \INV=38.58 ± 35 EX. 12" CULVERT INV=39.23 CONNECT TO EX. CULVERT W/COUPLING TO PIPE CAP. GRAVEL ACCESS ROAD AS SHOWN —SPLIT 1 " STAINLESS STEEL ON PLANS PIPE FOR V-0' AT TIP. SPREAD ENDS SLIGHTLY, AND DRNE PIPE TIP BELOW FILL AREA TO MATCH GROUND SURFACE OR EXISTING GRADE BOTTOM OF PAVING 2:1 MAX SLOPE TIP ELEVATION NEAR SURFACE SETTLEMENT POINT (NSP) SURFACE SETTLEMENT MONITORING POINT NTS SMA 3/30/16 SURVEYED DESIGNED: SMA DRAWN: CTM CHECK_: ELB BY DATE APPR APPROVED- 0 rA 1. SEAL EACH END OF CASING WITH FLEXIBLE END SEALS SUCH AS MODEL W BY PIPELINE SEAL & INSULATOR OR EQUAL. 2. CASING SPACERS SHALL BE INSTALLED A MAXIMUM OF 10' ON CENTER. S L IC 0 �� OF 1 AS�I �IS, 4 PIPE CASING DETAIL 9WI�er� 10 NTS 38087 GISTF, � SSIONAL FOR CONSTRUCTION RECORDS ONLY 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. CAST IRON OR STEEL EXISTING PAVEMENT OR FRAME AND UD, GROUND SURFACE (AASHTO HS-20 LOAD RATED). SET FLUSH WITH EXISTING SURFACE. CONCRETE OR ASPHALT PAVEMENT (DEPTH VARIES) CONCRETE COLLAR SAW CUT OR CORE DRIL HOLE FOR FRAME AND IMPROVED AREAS UNIMPROVED AREAS GROUT IN PLACE ACCESS COVER IN IMPROVED AND UNIMPROVED SURFACES SURFACE SETTLEMENT MONITORING POINT ACCESS COVER — CUT AREA TO MATCH EXISTING GRADE 2:1 MAX SLOPE - 8"-12" LAYER OF 1-1/4" MINUS GRAVEL FILL COMPACTED TO 95% PER SPECIFICATIONS. GEOTECHNICAL REPRESENTATIVE TO INSPECT PRIOR TO PLACEMENT. NTS S=3812 10 SCALE: VERTICAL NAVD 1988 CITY O E AS NOTED HORIZONTAL: NAD 1983183/1991 RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NTS REVISED TO INDICATE CONSTRUCTION RECORDS FIELD REP: SCARSELLA BROS REVISED BY: IZABELLA MIROCHNIK DATE: 7/10/201 7 CONTRACTOR: SCARSELLA BROS �rL BR0`�� 4� 3F WASH 1 co 37847 4 %ISTE�� SIONAL 1. W AL IGO �'1111111,�`�. � pF WASJjrl� 3808, �GISTEg�\��'� 4400 SIONAL E� 1 CRD SHT. 10 OF 11 DATE: TALBOT HILL SEWER RELOCATION - 7/10/2017 1-405, SR167 IC/DC PROJECT FIELDBOOK PAGE: WWP-27-2812 DRAWING NO: MISC DETAILS $HEET:10 GE 11 7 z ^^� UJ C� z �= C Mo MM Nz z m 0 D O -3 r sla oz CD Y =CD Cn ®N� Cn € � M �/V O y O z