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HomeMy WebLinkAboutWWP2703916.1NW 1/49 SW 1/4 OF SECTION 11, TOWNSHIP 23 N., RANGE 5 E., W.M. o 2 u� - m �c� z a mI O C �M-0 C� Cil N 111 r +•' Cn \r O 0) t, RECESSED LIFT POCKET 3/4" LETTERING "SEWER" ®� SEWER' Q (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1.5 STAINLESS STEEL REF. PART #00981177 1-3/16" 10-1/2" 5/8" 1 /401 12-1 /2"� Z_ 1, Ij I 2-1/4" If - '2-3/4" F--- 11.1 12 -1/4 " 1 BOLT DETAIL Not to Scale FRAME t t t l M OR ASPHALTw EX DABLE FOAM 45' (1 /8) BEND 4v �G•1" U �P CAST IRON RING AND COVER ��ec'Q PIPE MATERIAL AS SPECIFIED 0 G BY THE ENGINEER z 1 1-1/8" 8" j � - -- 45' (1 /8) BEND 0 U) 0 J 1. B" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. 12E No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. a- 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'--0" SQUARE O CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. N ➢� o� STD PLAN - �403.1 _ PUBLIC WORKS I R CLEA OUT �PPRt�sJ€S O DEPARTMENT j FOR SANITARY SFWFR MAIN � L(7 N ems- EX. SEWER MAIN PROPERTY LINE- _-- --SPOOL (LENGTH AS NEEOED) 6°° SEWER STUBE M FUTURE 4" SIDE SEWER 2"x 4" STUD MARKING POST PAINTED SEWER MAIN TEE X 6" TEE I 6" CAP WHITE WITH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 WIRE z I WRAPPED AROUND THE STUD AND z) ° EXTENDED TO THE TOP OF THE STUD. I COUPLING (TYP.) a rr� 3 . Qj 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR ° APPROVED EQUAL, SPECIFY "SEWER" ON LID), (SEE STO. PLAN 403.1 FOR INSTALLATION) i rT -.._.-_----___- .J _-_ --- _______ ` -_ r ---^- JM EAGLE THREADED CLEAN -OUT ADAPTER HUB BEND AS & PLUG (OR APPROVED EQUAL) REQUIRED EXIST�MAIN TARY _ SEWE2.07G MIN.OPE-,2 \` FUTURE 4" SIDE SEWER �6" SEWER STUB 6"X6"X6" WYE FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE A.�EI'j6f�I.E_Q(�QURES FOR �IpF 5__, FW�R,_ yQ�QTIONS ,j,� XI�TiNG �'WER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). I B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). f C. PVC & C900 PVC MAIN -- CUT IN NEW TEE USING RIGID COUPLINGS OR CORE-ORILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 3000 PS( MIX CONCRETEAL • BLOCKING s � GAG _ 29G MIN SLOPE HORIZONTAL 6'" MIN. SEWER MAIN SEWER MAIN CONCRETE BLOGKING ANGLE OF TEE AT MAiN BETWEEN aA° ANn D21CAL SIDL SEMS NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR .3-5- LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER STD. PLAN - 406.1 PUBLICWORKS APP- VED: .� INSTALLATION DEPARTMENT (SEWER MAIN TO PROPERTY LIME � � p �7. OATi C) O R:\Projects\349 (prospect development)\007-15 (Weston North)\Dwg\sheets\FINAL\WN-ss01 .dwg 34x22 W (SEE NOTE 7) LIMITS OF PIPE ZONE p 1 n+' BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL % / 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS DEPARTMENTio PIPE BEDDING STD. PLANS 405 IAPPRIOV£S1 uAn QQQ _O C/) C O W mm°D•v W V) W ❑ ❑ ❑ Of Z Sm391601 SEWER NOTE: 1. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL THIS SHEET. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6-INCH MIN. @ 2% MIN SLOPE. 2. SEE SHEET C1.1 FOR SEWER GENERAL NOTES. 3. LOT 1 IS CURRENTLY SERVED BY AN EXISTING ON -SITE SEPTIC SYSTEM. LOT 1 SHALL CONNECT TO THE NEW SEWER STUB. THE EXISTING ON -SITE SEPTIC SYSTEM SHALL BE ABANDONED IN ACCORDANCE WITH KING COUNTY DEPARTMENT OF HEALTH REGULATIONS AND RENTON MUNICIPAL CODE. 4. NEW SEWER MAINS IN NILE AVE NE AND PRIVATE 'ROAD C' WERE DESIGNED AND PERMITTED UNDER THE WESTON HEIGHTS PLAT UTILITY PERMIT U15-006162, SEE DRAWING S-389501. SANITARY SIDS SEWERS LOT PAD ELEV. MIN FF ELEV. ELEV @ SS MAIN DOWNSTREAM SSMH 1 EX. 517.17 513.32 EX. SSMH #1 2 521.00 522.0 513.61 EX. SSMH #1 3 523.00 524.0 514.76 EX. SSMH #2 4 524.50 5 525.50 525.5 515.59 EX. SSMH #2 526.5 517.77 EX. SSMH #2 6 526.50 527.5 519.10 EX. SSMH #2 DATUM NAVD 88, PER CITY O; ., • VERTICAL CONTROL 1--vummimm TOP OF THE MONUMENT AT THE WEST 1 /4 CORNER OF SECTION 11-23-5, CITY OF RENTON POINT NO. 2101 EL.= 512.01 FEET (OR 156.060 METERS) N 30 0 30 60 1 "=30' Scale Feet Cl TY 0 RENTON COMPLIANCE WITH - CW mow, �. 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