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HomeMy WebLinkAboutWTR2702977.1z c o z S E- ¢ W DIM 423 O 422 � wo �+ 421 420 o 479 E" v �i 418 A C� 417 476 77 a Z U O o a V) _< U Z N W � m F a G ^ W ryaj a v o ¢ W s 7 r; F 11-1- A"° C6 M P A C-- 1-HE- ROA P Pfk`s f-1\ p r3 om ction A PORTION OF THE NW 1 /4, SECTION 3, TOWNSHIP 23 N . , RANGE 5 E.2 W.M. SANITARY SEWER NOTES & SPECIFICATIONS 70' FIN-15H GP-PrD E. P� IOR TO �cCAVA TIO VJ 1. All work materials shall be in conformance with the standards and specifications of the City of Renton and the latest edition of the 1�:IATEP- ( '� i✓ 1 kA S'I A L L 14T� ®!� 6' F MPS I iJ C>; WSDOT/APWA Standards and Specifications. i t-0µ1D FARF- 2. The hours of work in the street right-of-way shall be limited to 8:30 a.m. a- FOUND CONC. MON /N CASE IS N ' l8�,ZI' to 3:30 p.m. on weekdays unless otherwise approved in writing by the All full, (GRASS CAP W/PUNCH) THIS Transportation Division at 277-6222. street closures, partial or shall SURVEY; CITY OF RENTON i , 313 i, 5` 0 - S be approved by the Transportation Division 24 hours in advance. The Police ® O ot '` O �-- Q Q_ CONTROL MONUMENT ,# 1803 VISITED 12-1998 Department, Fire Department, and 911 shall be notified 24 hours in advance. CL � „ 3. All construction shall be in accordance with Standard Specifications for c0 / / FouND CONCRETE MON /N CASE Municipal Public Works Construction" prepared by Washington State Chapter ®'' ®'I! + -(BRASS CAP W/PUNCH) THIS SURVEY American Public Works Association, latest edition (APWA) and City of Renton J N PER PLAT OF SUMMERWIND DIV. # 1 Standard Specifications. ------ - (INTERSECTION OF NE 21 ST ST. AND DUVALL AVE. NE) VISITED 12-1998 4. All locations of existing utilities shown are approximate and it shall be the GRADE C� 50uTN EDG OF PAVEMtAi 4 - - - -- 423 y contractor's responsibility to verify the true and correct location so as to - - -- -- - -- PROPOSED ------ ----_ --_ -_ --- - avoid damage or disturbance. - -- - -- ----- - - - - - 5. A preconstruction conference and a 24 hour notice shall be required prior - SING GRADE I @ ,NEW PROP. L liVE , 422 2 1B7 • .43 to starting new construction, it shall be the contractors responsibility to - - - Q.` -- secure all necessary permits prior to starting construction. (Inspection will be 4--___- _ __ ___-__ -_ _ __- tom- _ _-- -___-__ - _ - --42I y accomplished by a representative of the City of Renton.) It shall be the 0.82 � 1 ' contractor's responsibility to notify the City Inspector 24 hours in advance of -+ _ m backfilling all construction. - -- --- --- - - -- -- -420 M 6. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. - - -- - --- --- - 419 7. It shall be the responsibility of the contractor to obtain street use and ----} � � any other related permits prior to any construction. q - - Nsr26oe•W 8. Plans approved by the City of Renton, Development Services Division, shall -- - --- - +-- -- 418 ,� ---- - - ------------ ---- --_ _._------ S. LINE OF THE NW 114 OF SEC. precedence over I other plans. take C e e a _ ----- T- -6, --- - --- - -- -_-.. ._- -- --- CONC. MON /N CASE 9. A copy of these approved plans must be on the job site whenever --FOUND Q % - -- 417 a (BRASS CAP W/PUNCH) THIS � : I ` eF.44 . q�75- construction is in progress. - --1-- -- ---- PVC i SURVEY, CITY OF RENTONThe contractor shall provide the City of Renton with an as -built drawing - - ---- - ------ --- rt e _ -- --- -�------+--- -- - - CONTROL MONUMENT # 7841 ELEV.= 426.409 FEET NAV088 of the sanitary sewer system which has been stem ed ands ned b a Y Y P 9 Y -- 1 ----- -- -- - --- -� -}11 - - -- --- 416 VISITED 12-1998 CON TR®� D� AR A�Vi licensed professional engineer or licensed professional surveyor. 9 P y 11. Backfill shall be placed equally on both sides of the pipe in layers with a 2+00 1 +00 - Q+00 FOUND CONC. MON /N CASE SCALE: 1 °' _ o'% loose average depth of 6 inches, maximum depth of 8 inches, thoroughly SSMH No. 2 SHALLLOW PRIVATE ROAD jD R I VE WAY ( PROFILE SSMH No- i TYPE //-48") - -------- ---- ----- ` (BRASS CAP W/PUNCH) THIS SURVEY; CITY OF PENTON CONTROL MONUMENT # 996 tamping each layer to 95 percent of maximum density. These compacted layers must extend for one diameter on each side of the pipe or to the 4 •14 VISITED 7-1999 pipe MH TYPE B-CITY STD, 8072) sc4/ F. 10�IZ.: 1" = 20' RIM: - + - (MATCH GRADE) side of the trench. Materials to complete the fill over pipe shall be the same @ 2+30� Dom` SNP• 4FRr.: 1" = 2' /E: -4--�- (EX, N&S) 4IG.IG _ 1- I S`f����"� as described. 12. Open cut road crossings for utility trenches on existing traveled roadway R!/U:-¢ Y21•$l \ /E..• r (NEW,W) �ji�•2� -_. __�€' shall be backfilled with crushed rock and mechanically compacted. Cuts into /E: § (E) I. 1T��3L FIi� SPF4N � the existing asphalt shall be neatline cut with saw in a continuous line. A _ RESIpF temporary mix patch must be placed immediately after Backfill and - -" 7" �� P �A- • A ermanent hot mix etch shall be laced within 10 da s and j 5 CZi=C U I �� I-0� L-O N c P a p P P y --X - - x,x shall be per City of Renton current standards. 302.34 ' d . P y - _ -- - ---- - y. _ Z. THE- pF.\IEL0FE-R (�U5T- �lF�i�ll� TNF . Datum shall be Cityof Renton, U.S.C. and G.S. / -- - 1V87°33 55 W 4 - - 75.585 x 13 75.585' - -_ - ------ � 4 - X >�iNl�•r� S�z� pF 1� �Sf ►C,7R 14. All disturbed areas shall be seeded and mulched or otherwise stabilized to ��X-..-_x_ ���� X-----j(_.X ®, the satisfaction of the Department for the prevention of on -site erosion after 75�585 _ the completion of construction. " To » . L-©7- WITH P, FdR� SPRtat'� p -- ----- - � 75.582 � � ►� o� �� Q�Sig6tCf1AL �f1 S4�i�Klor� LOT 5 w p51C�1�lEfZ �RIp{ T� II- 1NSLLATiO` 15. All pipe and appurtenances shall be laid on a properly prepared foundation s� SC �E R� �.Hv t;,w �s 3 L 0 T -6 --- _ _ 1 w 1 � N�lgT�� S��IIGF STUt3 �►�� M��--�, in accordance with Section 7-02.3(1) of the current State of Washington LOT 3 Mfi�i--FFE.__422.0' I Standard Specifications for Road and Bridge Construction. This shall include L®T ---- MIN FFE: 422.0' q t=i2E t►�If�L� SAN rv1�s-r BE 7� \ _ P 9 --- --�-- _________--_-__-- __ 5 A S necessary leveling of the trench bottom or the top of the foundation material MIN FFE: j422.0' \ r - .. 00 � MN FFc: 422.0' 6" PVC SDR 35 � 4 CAP (MJ) � ��P'}pN�t,I-( SUlr31�tTJ�� -b fZF-wrvN FIFE PEP �oR {��<JI��U MO as well as placement and compaction of required bedding material to uniform c 2 BLOW OFF ASSY. 'j>2 ,2� grade so that the entire length of the pipe will be supported on a uniform) \ _ - SIDE SEWER 5 dl+ o �' RT` co PFFM1�1N& PRIOR To 1nls�tt"�-r'icoN of �H� SPt�I►.�►c1�� 9 9 P P P Y cv I - 00 �- 1,3►3 �d4�,3oz co dense unyielding base. Pie bedding shall be ea ravel 6" above and below _ @ 2.0% MIN. 42C - 1 Y 9 P 9 P 9 °o T.R. R:' T:R -- - W SS5TEtqN, A i3AcKFwW PREVEt,�7-t0N 1)F-\PCE � the pipe. 7'.R. �� (TYP. �,A LOT) @ 0+73 CHEeJ-- VALVE PSSEN^B-� IS FEJ�2UIRE-D t ©t� 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM @ �,� � eo , @ 1 + 6 9 ©1 49 � , x24' ' x24' 1 X C S6h KoTE 0 x28 EuILr->Ily x24 � 4 1 WATER METERS � D 3034, SDR 35, or 'ductile iron class 50. 0 ` 13�5 I ( ) IE: 416.92 I \ i\l: f�8, `�So 2275 17. in unimproved areas, manhole to extend minimum 6 inch and maximum . i ��t31 ��I.1�52 iE: 417.25 a IE: 417.33 J IE: 417.2 FOR LOTS 2,3,4 &- 5 E/Vp PV�y,fT �X jr: I � 13, �`�� `�SZ 18 inch above finished grade. In paved area, cover must slope in all 00 a �� 11'. 2 �� directions to match paving. SSMH No. 2 (SHALLLOW - - P lV. ROAD ESMT, - `,� �` �r �� �'� SSMH No. 1 (TYPE li 48) P 9 MH TYPE B-CITY STD, 80 72)� ESMT. � ' ` �" �. s - - - - - - _ �` �. ---_ _ SAN SEWER .MH y 23 - l G �� - - - - - - - _I_ ,, RIM: `'�,:/- (MA GRADL) @ 2+25 s D` - - - -- -- __._ ESMT1E.' (EX N&S) 4il%•I( CASTING INLAND FDRY RIM: �. -7 I 20 PUBLI2 C 10 , R -4�- 421•$ l N a I TYP TYP ASHPALT SORF. 1 YJI � I t.: ( �{liv 2(0 •S � T�,� OR EQUAL. PT.#714 IE: �g-�n- E� I$.21v 10 t SEWER ESMT. o S? /o _ (NE � � 230 -8 PVC 6 TYP 20' PUBLIC � � � 4- __-- 4 - __-- SEE DETAIL 5.1.4. 75.59 ' f�-5-% 1 s - L,.... 5 1SEWER ESMT. I I I ;:, �-- ::::.: N87°26 08 W CONTRACTOR TO VERIFY LOCATION, I -25 - X ,X -- x--k -- X--x T.L. 730.' 1 - --- P�-- I r q l EPTH AND TYPE OF EXISTING ,2" MAX. ><._.?.. rs:;: - ADJUSTMENT 4 MIN. x--x- X'� MH 89.05' �.. --,_"___. - - 5 D �S\ T i SEWER MAIN PRIOR TO ORDERING x5' (@ P.L.) -- ---- CONE OF MATERIALS AND CONSTRUCTION. IE: 417.25 O ,Q a I MORTAR JOINTS r O T. L. T.@ 0+42 X L. \ _ L PRECAST SECTION �• Q X-X--X- ,� @ 1+39 x20' 4 MIN, SANITARY SEWER --- STEPS- 3/4" DEFORMED BAR v A x24, IE: 416.61 IE: 417.18 MANHOLES SHALL HAVE STEPS SHALL BE INCLUDED P 2 " ALL INTERIOR SURFACES -� 6-1/2" r a i ', Z � - CONCRETE BASE BY PIPE INC. � � O FIRE HYDRANT/ i �, INLCLUDING CHANNELING OR APPROVED EQUAL. d T rn ASSEMBLY � " COATED (SEALED) WITH A 48 w LOT 2 I HIGH SOLIDS URETHANE C� � MIN FFE: ;422.0' O L 13. o I -q1g� COATING (WHITE). WASSER o) �I MC-CONSEAL OR 12" (TYP) z. a O o , 45 � i � � LOT % �� it �3ffi`�-7ti �� APPROVED EQUAL, MAX. PIPE SIZE - 21" I.D. MIN FFE: 422.0' a 00 cf-FIRE HYDRANT ASSY. I 8"x6" TEE MJxFL c j II, MORTAR i LADDER -STD. ALUMINUM THESE PL S ARE "A kr E °° ACCURATE u a- I �� wh 6 GATE VALVE (FLxMJ) " FILLET OR GALVANIZED STEEL AND!THIP VNvIFOi�iATi01�8 SFi0JVh9 I W M CONTRETE SHELF �cj lrlT EXiSTiI� LOT 1 wM 19 LF 6 D.I. 97702 FIEL® CCJ�,O�G�" ��` � OF TF� 8%4" REDUCER (PExFL) (� � DATE- J �1.►uArzy zDb3 Q 4" GATE VALVE (FLxMJ) k = _ � - EXISTING �; • % PRECAST BASE SECTION -- _ ��� . HBLOCKING SAN SEWER MH t,l : lam, � 775 OR CAST IN SHELF. w�4L�l+,�eh� �u �Ro PEs s� 6 I'. ,' RIhA ELEV: 422.01 - - 0.r I.E. NORTH: 415.51' - - � � � � - � Y ADOPTED .-� E X - � - -� CITY OF RENTON" J C1 i ss 91.4 l ' FHMIN.♦ . - _ V ' ' ` _. "� �' 6 SCANNE ® �MR �+ 8 � '� Standard plans EX/ STING � � � j_- _ -__-- N � Q IST DATE: 3/8/95 EXISTING 8" D.I. WATER MAIN (W-0480) GRAVEL ROAD I C -W ----- j y✓ NITARY MANHOLE TYPICAL DETAIL 20 -0- MJM DWG° NAME: B R28 SP PAGE. B071 _------- --- -- - I- --- -- - CirtY STANDARDS NO SCALE • a EXISTING 8 D.I. WATER MAIN W-048 Wµ - ,��'� CITY OF RET' _ NE 20th PLACE w � _M `� , ��- AW -J 9770 2 � _ DEPARTMENT OF PUBLIC WORKS � ,7• !+t : �'S I�B� 3 - �S J Jq� GRAPHIC SCALE � i�, ��° q�z \ �� of W cc_ ,1. ---- - ?+� r � I k 0 10 20 40 80 STA 4+49.14 NE 20th & U(� y EXIST. WATER MA►4' G ( } 8%8" WET TWP F� �J X `L-• ��� 20734 41 IN FEET N 1 1 inch = 20' ft 8" GATE VALVE (FLxMJ) C%- GIST \` THRUST BLOCKING ExPIREs: 311 2004� I AFF SCAbLi WATER/SEWER PLAN & PROFILE IKENDALL COURT SHORT PLAT TA G E R ENGINEERING 9419 South 204th P/aCe Ken t, WA, 98031 Phone No. (206) 850- 0934 Fox No, (253) 850-0155 6113 -- DESIGNED: iii DATE: 11/12/01 FILE NAME: PROFILE.DWG _ DRAWN: JJJ 1"=20' HORIZ SCALE: 1 "=5' VERT FIELD BOOK: PAGE: CHECKED: APPROVED: DIRECTOR OF PUBLIC NARKS SHEET: 6 OF: 7 �z Cd Y Y r �0 1 ® 0 O 1 ry