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HomeMy WebLinkAboutWWP2703916.2RECESSED Not to Scale LIFT POCKET FRAME o o 3/4" LETTERING 'SEWER" 2 -0 DIAMETER 2'-0" SEWER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1.5 STAINLESS - STE PART #00981177 oho.REF i -3/ 16" T 8" CLASS "B" tD-t/2" ASPHALT SAND OR 5f8 1� �12-1/2"--{ 1' -rT t_1f8� 2-1/4" BOLT DETAIL 45' (1/8) BEND 1 �P G��P? EXPANDABLE FOAM 16141W 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 N, RANGE 5 E, W�4 EX. SSMH #1 EX, SSMH #2 SEWER CLEANOUTS SHALL BE RIM= 18.52 - 2.2-3- RIM=521.96 LOCATED IN 2x2 CONCRETE 'ram-- CTR CH=510.43 (E,W) !E-514.1 -- CTR CH=513.86 (E,W) PADS ADJACENT TO BACK OF / SIDEWALK (TYP) 00 _hiE 7TN PL D s S7 z V 15 ti 1_ Z 2 C A w D m TT « N - z rn e- cmn I 000 A z I 000 0 Z Z Z in j 333 0 EX, SSMH #3 > a RIPS' RIM=527.06 ®� 0 ' zz Ir "�- CTR CH=520.21 coo U) ) 000 l Uj w o I --- +oa i --=1 -_ 55+00 - --+--- S7s+ac :77 _ .. . i - - -, 57+00 7-1t --- b < I (0 , ST613vIE=514.30 CTR CH=519.89 - LRIM=526.78 RIM=523.09 CTR CH=521 013 CTR CH=516.90 ` r I y X IL � I O o li 0 / CATEGORY III WETLAND BUFFER x � � �L JI' � vi � mil✓ w ti , � \ _ ■�..r I 50' BUFFER AREA (21,203 S.F.) PROPERTY LINE K a 3'-0" o FUTURE 6" BUILDING SEWER PIPE M BUILDING SEWER U - W Z 1-2"x 4" STUD MARKING POST PAINTED TEE 'NTH 8" SIDE OUTLET X > 6°6"X6' WYE WHITE yA TH THE WORD 'SEWER' STENCILED SURFACE CLEANOU7 WITH IN HACK LETTERS AND ;g6 WIRE (EAST JORDAN IRON WORKS w CAST IRON RING & COVER WRAP3" PED IGH AROBLUND THE STUD AND a 2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD. a SPECIFY "SEWER" ON LID, 'SEE 'STD. PLAN 403.1 FOR 5" SIDE SEWER AND BUILDING SEWER INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN. - CUT IN A NEW. SECTION OF SEWER MAIN NTH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)- B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCC OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WITH A I SADDLE (OR . APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. 0. 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. r 60" ALLOWABLE MAX. /FOR CAST IRON PIPE OR DUCTILE IRON PIPE. BLOCKING GON 2% MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE SEWER / 6" MIN. MAIN `-SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATION 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. f PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN - 406.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) JANUARY 2013 .:\Projects\349 (prospect development)\007-15 (Weston North)\As-built\sheets\Final\WN-ss01-ob.dwg 34x22 W (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE O (SEE NOTE 5) O.D. OF PIPE r � , FOUNDATION LEVEL 6„ BEDDING FOR SANITARY SEWER PIPE NOTES 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 PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS STD. PLAN - 405 1 I I t , SEWER NOTE: 1. FOR SIDE CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL THIS SHEET. SEWER STUBS TO E PROPERTY LINE SHALL BE 6-INCH MIN. 0 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. LOT SANITARY SIDE SEWE, PAD MIN FF ELEV 0 D0vv iv,L= ; :`AM ELEV. ELEV. SS MAIN SSMH 1 EX. 517.17 513.32 EX. SSMH #1 2 521.00 522.0 513.61 EX. SSMH1 3 523.00 1 524.0 514.76 EX. _SSMH _ 4 524.50 515.59 EX. SSMH 2 5 525.50 526.50 ! 52> 517.77 EX. SSMH 2 6 519.10 EX. SSMH 2 NAVD 88, PER CITY OF RENTON VERTICAL CONTROL BENCHMARK 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) id©mm < m �o T m m C Iva m m to m a;, m m r o U V m O Z V ' m I c ! o x > Aa s a o C z S=391602 N 30 0 0 60 1 "-30' -� Scale Feet RECORD L, , KING NOTE: THESE RECO °0 DRAWINGS ACCURATELY REFLECT AS -CONSTRUCTED FIELD CONDITIONS BASED ON A POST -CONSTRUCTION SURVEY BY ALPHA SUBDIVISION PRO'S. INC. ON JULY 17. 2017 CITY OF ENON Date: of N E 01 0 c u 0 } m a) C C h _'E � 3 N _ i 0 W �:E a) � w U '� 10 •� C E U E: cn Lri r. ) LL- 1 cf) C7 = S LO 10 �O o l N r~ � o N O_ W cr I- W W u-) in U Q00f Z Q J Q W 7 W 0 H C m W 1: ML a > Z It Q J W In U. U-) W J 0 r m U Ir rn v z 0 a 0 W W W C5*0 U1 D 0 tea00 ono y _M 0 o DJ U) m{ o 1,3 m�zm 000 Dm T U' N z z m 10 m CSD z IJ , Z 9 co m m 7 , 1 l O z N x bz­1 � z N zx 0 W D 0 l 0 I� o mo m D a 00 y on mn ccn