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HomeMy WebLinkAboutzS-3131Seto C7 w 6 :•T o M f o i W �s 0 O U E, w w L.w � W zQ H C/D Q � W W W E_ d L 0.0 a E- pwy a s C.i irM \ O c� 'E c FL z UD cn xIxlxlxix z 0 In o: S T k 0 +30.17, 22.84' LT. EX. SDCB RIM = 139.93 I.E. = 137.63 (12" IN N.) I.E. = 137.53 (6" IN W.) I.E. - 137.38 (12" OUT E.) 0 c $ rfo - 06 I -11.4 1 w: *- Z11sII6A wwo -t' • Ali GAS 7r OJ ": x D°c u O X M o w II w a - 190 180 170 160 150 140 r` �I 130 s.- SECTION 3, TOWNSHIP 21 N., RANGE 4 E., W.M. Li vi w o In be I: U vi N F w d � U Z � 00 in n w i I.- - ip in a c r o r,y z T6 p •�s�r n `� N tY U� N 0 w 39 vi � a a N �M y N 10 N 0 � io SCA / H n °� •� ° Q < w 1A .N m 0 p 2 F- 3 z a I�,I v"v > Z r, z \ o gip 20 0 10 20 40 0 �►` <O�lw (4 en i w^ M-z �U wp '� O�- ~r0jap�i.. 0, pZ0 In m r1 g'Zi��O "�� I �� ww I-M0 0 ,oz= � .r <cv�o ao ~cd,ri4i'vi b �tO i m® 0« oz I D_ d n� n Eo n�nl. n 51 V' zU) < - wp M +z r -� +Z__ °O IN Fm UP as' \Z r z � �; w t7� o w N ° r r u a Y r :r y �< ggin/ 1 1 uun - 20 IL X Hsi N > \ ii 0: s z Q F1r Is- 8 " -v P -ss \ TEMPORARY U45TOM ✓ SEDI IMTAT10N CONTROL NOTES: y - _ 8=D1 W -' 50R. - . 2 R 1. PROVIDE CATCH iASIN PROTECTION AS SHOW SEE DETVL R. _I - - C) 0'R, _ - - - - - 2. PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS REgWRED, w h 4 3 - 6 2I 4, w I `' I � mow: - � ^^ .. v CQ J Gt' < _i } J ui ¢ z ®! w _ ; STANDARD STRENGTH _ e ^ FILTER FABRIC / L �t-Z �~ .o egg w� 0r In a -0� Jpo °." M�r.M •• � � . �-�Z °m ow a °a �� °° }wa -R . F 000ao FF GRATE `ii F t .'�' i$ 'W¢, n �vll: o z31I �1Y onn In U) Nn��m' I�1 0 m��m <y> Z N6F ^m.N oZxp0> Ww..- .vII.Yil. i D D ., < N M K o w ,.i F' X ° o k < Q n -i� w o r r o ca w o z NOTES SPECIAL, MISPECTIdI YTM BE REQUIRED FOR • M► :- ��� w o Z3 ° NIA Do N o + a 3 z, o - BFiinID THIS CURB: CI INSTECTOR MA �, i • ; f PH g v 3 z w of S a p v? T rn w 41 w v x i� w rn W W z c w < 41 �' REQUIRE F WAT AN- ARBORIST; DE7kii�liNE THE"EFFICACY � \ / p o• /� < R� �I W''' 1 -' WE $ - I- ± X (D � F> N w . z rn < - a w; °Uri, 6 I OF RETAOiiRli: INESE TREES '""'m ".IF'- tomfAW' •MIN �� �1 •o n n 6 a n o I \` % 0 v y \ ZZ z w - QX :�., HZtL a O `p t2 +YM <. v ^-I z o_j d N w a 020 + y I: "' o z DISTANCE /CLiEAriANCE FROM - CURB AND /OR 'ANY • I► 0 0 o e, v o< z ~n I N w w c-M w Q SPECIAL TREATMENT TO' MAINTAgI THEIR HEALTH. �` �� a Wa g p w w I i o 0 z N o F m 11 > \, -1� o A CATCH BASIN O V �� Z < c°3 p 5 ° �< a tz �' v IL t. e PLAN a z m v w i NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE SCALE: 1" - 20' _ -- ,., THE CATCH 'BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. LAJ / MAINTENANCE STANDARDS: _ 1. ANY ACCUMULATED SWMENT ON OR AROUND THE FILTER FABRIC PROTECTION- SHALL BE REMOVED... -.. ---- ..._.-- ------ _____ -- __ - -- -- -. -_ _ --- _ -- - -- _ IMMEDIATELY. SEDIMENT SHALL . NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST 13E DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SRE. - STA 2+40 05, 15.21' LT. ,+ , 2. REGULAR MAINTENANCE IS CRITICAL. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, EX. SDCB (URYWELL') (REMOVE) 00 CATCH BASIAI PROTECTION WILL FAIL SODOMY AND COMPLETELY IF NOT MAWTAINED PROPERLY. RIM = 178 30, I E: = 178.00 EX. CLEANOUT (4' PVC IN S_ ROCK DRAIN ?) (REMOVE) ___ -- j___- (RECONNECT rO AREA INLET xn _1.� -_ - -- FILTER FABRIC INLET PROTECTION / N.T.S. REMOVE EX 6" VCP SS CW 20.0 %± (FROM RFC(',)RDS) g 1 v -- - -._._ - -- - - STk. -2 +14.9 11.48' RT. SDCB NO. 15 S-313101 PANED GRATE = -173.98 I.E. = 172.48 SrMLrOA1` 24.9 LF 12" D.I. 0 0.501 STA. 2 +38.99, 13.40 LT. - - - -- - -- AREt INLE"G i - RIM = 1 7 8.00 � U�l � -AID I.E. = 175.67 (RECONNECT- 1 EX. 4" PVC IN) ' 20' ��. I.E. _ zo E. 175.50 (6" OUT S.) �_ VARIES PER PLAN _ CURB &GUTTER ONLY -;tea - IN MIN 20' DRIVE AISLE STA. 0 +12.00, 8. ' �. EX. SSMH (135) 119.8 LF 1 " PVC RIM = 138.63 SO O 7.8OX I.E. = 132.53 (CT .) STA. 0 30.17, 22,84' LT. EX. SD (B RIM 39.93 / I.E. = 137.63 (12" IN N.) I.E. = 137.53 "1 I.E. = 137.38 (12" OUT i EX. 8" WATE EX. 6" VCP SS @ 19.7% (FROM RECORDS) -- - - - -- __ . -_PRQF9LF= _ __ SCALE: 1" = 20':(H.), 1" = 5' (V.) EXISTING GRADE - I STA. 0 +95.30, 17.82' LT. SDCB NO. 17 VANED GRATE = 152.65 FE-.= 149.65 (NEW 12 - IN N. & EX. 12" OUT S.) \_ 2 .0 LF 6" PVC O 16.751 j STA. 2 +14.99, 13.40' LT. SDCB NO. 16 VANED GRATE _ 1173.98 - -- I.E. = 171.48 (6" IN N.) I.E. = 170.98 (12 OUT S.) STA. 1+82.00, 8.01' LT. -.. -. REMOVE EX L.H. AND _ REPLACE WITH SSMH NO. 1, 48" SUPER SHALLOW TYPE 'C' RIM = 168.46 1'E. = 165.81 (IN) LE,- IA I i 7„ 56, 11.40' LT. C X I )C C (REMOVE) I•aM 16,160 If 1 6.50 112 " OUT S. I i i 5 M . A. C. 10' to' WHERE INDICATED WALK ON WIDENING ONLY ON PLAN SIDE ONLY) LY) 2" OVERLAY " WHERE INDICATED Oa1j \ey ON PLAN - [_ I VARIES Y SEE PLAN � � VARI S 2 � r 3"1, STEVENS AVENUE W. - TYPICAL ROADWAY SECTION N.T.S. NO WIDENING WHERE EX. PVMT. EXISTING PVMT. WIDTH SECTION EXCEEDS REQUIRED a 4" CLASS AS PTH /ED CLASS "e' ASPHALT CONCRETE WIDTH (SEE PLAN) s• CRUSHED ROCK RAW COMPACTED SUBGRADE Dote � r 3"1, STEVENS AVENUE W. - TYPICAL ROADWAY SECTION N.T.S. DAL.EY- MORROW -, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: 253 - 333 -2200, FAX: 253- 333 -2206 0 ,0 e o�ss NAL D PLANNINQ incorporoCetl EXPIRES 9 JAN 2006 STAND NDT VAW UMESS 9G D k DATED t w SCANNED OCT OS . S s f CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Dote � Date BY -AMIL Dote 31JOLd BY DAL.EY- MORROW -, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: 253 - 333 -2200, FAX: 253- 333 -2206 0 ,0 e o�ss NAL D PLANNINQ incorporoCetl EXPIRES 9 JAN 2006 STAND NDT VAW UMESS 9G D k DATED t w SCANNED OCT OS . S s f w 6 C o ° O w J E-- � z W w �aQ ~" Z TWO wz 00 a z � xw W L~ w C) C) 240 H z a� ~P IL ® 9i € p . 230 a� z 220 Ilm X XI 210 190 180 a I INM Y.1k H. SECTION 3, TOWNSHIP 21 N., RANGE 4 E. W. M. I .. NNNUMMOR s MASON I C� i RELOCATE 2 U.P'S (CONTACT POWER CO.) i 3 +00 FOR PROVIDED PIPE COVER) d 4 "EtA - 4 - � - -- gy_– ��-- -- 0PAPILI K SCALE 20 0 i0 2n a0 ( IN FEET ) I inch = 20 It -� SET 02 -- -+T - -- i — i 8' MIN. GROUT 2-30-- ----------- SEAL (EACH END) - - STA. 111+34.96, 20.80 RT. 1 - 8 TEE (MJxFL) I - 8 G.V. (FLxMJ)' 1 - 8 VERT. CROSS (MJxFL) 2 - 8 BLIND FLANGES { - - -- PttfO - - -- - - -VINE W PLUG (MJ) -- - --� 2 - B DICKS I ' \ / REMOVE 202.0±_1 LF EX. _ __.. I_ 8 D.I. W. AND INSTALL I RECONNECT SERVICE - — 10" HOPE SANITARY SEWER CARRIER PIPE O �C 9 � � CA e RET ' W,4L -�O •ly y 9� � r?�,, - '�F STA. 6+62.55 1. LT. N - - - - -- - - -- - - -- y S 218* O - J — O N 1 - 8' TEE (MJxFL) 1 - 8" G.V. (FLxMj) EXISTING WATER LINE I SSMH NO. 4, 48" RIM = 225.36 CO C7 y r PIPE MUST BE MADE OF MATERIAL CONFORMING TO TABLE 1 - Ir VERT. CROSS (MJxFL) — C1 -14 OF THE CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK). _ 2 - 6' BLIND FLAN. GES 7.50" LEFT \ CA OF DRIVE ISLE: BASIS 0 t 2 ,� F. -W D.I. WA R Z C A TION: NATURAL GAS LI ES IN THIS AREA ONE W/2 TAP AND 2' PLUG i 8' PLUG (MJ) — - - -- 3. - -eOA EPO�Y, NG FOR THE STEEL CASING SHALL BE A BONDED POLYURETHANE, OR EQUIVALENT. L_ PATH POL AND BE OF SHALLOW' DE TH. CONTRACTOR - 133RD STREET HORIZONTAL A NMENT BON D F LECTRICAL TO COORDINATE MATH GAS COMPANY TO 2 - BLOCKS TO COLMNATE U CA R/W: BASIS CON NUTTY Z OTH CIE GAS LINES TO ATISFACTION OF CITY OF RENTON AIVD KING COUNTY VERTICAL .- AND 'STATIONING T PLm C'FOR HORIZONTAL (U-,'-!'q SEPARATIONS) AREA WITH INSPECTf . AV EXC TION FOR THE NEW 1 SCALE: 1" = 20' AND VERTICAL (MINIMUM BURY). RELOCATE W.M.: AND WATER LNE WILL HAVE TO TAKE PLACE i 3 +00 FOR PROVIDED PIPE COVER) d 4 "EtA - 4 - � - -- gy_– ��-- -- 0PAPILI K SCALE 20 0 i0 2n a0 ( IN FEET ) I inch = 20 It -� SET 02 -- -+T - -- i — i 8' MIN. GROUT 2-30-- ----------- SEAL (EACH END) - - STA. 111+34.96, 20.80 RT. 1 - 8 TEE (MJxFL) I - 8 G.V. (FLxMJ)' 1 - 8 VERT. CROSS (MJxFL) 2 - 8 BLIND FLANGES { - - -- PttfO - - -- - - -VINE W PLUG (MJ) -- - --� 2 - B DICKS I ' \ / REMOVE 202.0±_1 LF EX. _ __.. I_ 8 D.I. W. AND INSTALL I RECONNECT SERVICE 10" HOPE SANITARY SEWER CARRIER PIPE 236.0* LF 8" D I. W. (WITH POLYWRAP AND BONDED FCR 12'x1/4'xS&2' STEEL CASING PIPE EL NUTTY, SE ' DETAILS) BEFORE REMOVAL OF NOTES: I STA. 5 +41.55, 12.50' LT ___ j _� - - - - -- - - -- - - -- -THE SEY�ER CROSSING MATERIALS SHALL CONSIST OF THE FOLLOWING: EXISTING WATER LINE I SSMH NO. 4, 48" RIM = 225.36 PIPE MUST BE MADE OF MATERIAL CONFORMING TO TABLE I.E. = 218.36 (CTR.) C1 -14 OF THE CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK). STA., 6 +7.55, ZERO OFF 7.50" LEFT - - -- - - OFFSET ! 2. THE 'STEEL Ja4TS CASINGS FOR THE SEWAGE PIPE SHALL CONSIST OF WELDED WHERE THE CASING IS REQUIRED. EL- - 21 -per - -- — - - -- 3. - -eOA EPO�Y, NG FOR THE STEEL CASING SHALL BE A BONDED POLYURETHANE, OR EQUIVALENT. EL. = 23 BEGIN S 133RD STREET STATIONING OTHER dONDMONS: iI NOTE COWRACTOR TO COLMNATE U LITY° CONSTRUCTION 1 IN THIS AREA WITH INSPECTf . AV EXC TION FOR THE NEW 1 WATER LNE WILL HAVE TO TAKE PLACE WOR TO FINISHING (n AND COMPACTING ROADWAY PRISM TO FINISH GRADE. EXTRA CAUTIM WILL BE NEEDED TO PROTECT WATER LINE DURING i ADNJG OPERAl101J. - -- - N 06 0 EXISTING GRADE -- PROPOSED GRADE N ^ c� Z (i) _j = Z —J O O Of LIB / ; V/ J U o O O - = -- - -- - - �. W 0 z — > m ' m w W � d LLI a- E) c + i / N 3-o W to I II > - - - -. OVER . W -= II Ld Q w O �'S LL Li l 0- t1 U) z LLJ CL o 5- = LL Q J FL w LL w O d. LL. W 0- O LLJ OZ O ; U STA. Q it CT TO EX. WATER MAIN 0- 0 (SEE CTTGN DETAILS. O Z SHEE 9). INSTALL TEMPORARY CAP NG WATF t INN RFFORF___ - . REMO G PORTION OF OLD LINE. ' STA. 4 +17.44, 2.50' LT. SSMH NO. 3, RIM 209.83 T) —_ a— - - — I.E. 201.42 ( 0 w 26.3 LF 9' PVC PRO U SS 05.97% STA. 3+86.32, 12.25' LT. SCALE: 1" = 20" ssmm Z. Ou SHALLOW TYPE 'B' cb RIM - 204.34 n 'D' 0 0', `�. ui I.E. - 199.3-5 (IN) r N, o Ci ° I.E. - 199.35 (OUT) 5 +io0 12" MIN. (SEE -- 4+00 CASEMENT 6e.2 LF 1a " WELDED STEEL CASING DTL., "OTHER WITH BONWO P— fiRETHANE OR CONDITIONS', EPDXY COA NG AND WITH CATHODIC NUTS 2, THIS NOTE: PROTECTION PER S.P.U. STANDARDS 200.1 LF 10" HDPE 3408 BETWEEN NEW SEWER MAI AND EXISTING 2" WATER o CONFORMING TO C906 O 16. 6% LINES IN THE CEDAR RIVEI PIPELINE R/W AND BRING '6 L (INSTALLATION TO BE PER THEM TO THE ATTENTION THE ENGINEER FOR RESOLUTION. _ MANUFACTURER'S SPECS. O i i 3 +00 FOR PROVIDED PIPE COVER) d 4 "EtA - 4 - � - -- gy_– ��-- -- 0PAPILI K SCALE 20 0 i0 2n a0 ( IN FEET ) I inch = 20 It -� SET 02 -- -+T - -- i — i 8' MIN. GROUT 2-30-- ----------- SEAL (EACH END) - - STA. 111+34.96, 20.80 RT. 1 - 8 TEE (MJxFL) I - 8 G.V. (FLxMJ)' 1 - 8 VERT. CROSS (MJxFL) 2 - 8 BLIND FLANGES { - - -- PttfO - - -- - - -VINE W PLUG (MJ) -- - --� 2 - B DICKS I ' \ / REMOVE 202.0±_1 LF EX. _ __.. I_ 8 D.I. W. AND INSTALL 10" HOPE SANITARY SEWER CARRIER PIPE 236.0* LF 8" D I. W. (WITH POLYWRAP AND BONDED FCR 12'x1/4'xS&2' STEEL CASING PIPE EL NUTTY, SE ' DETAILS) NOTES: I STA. 5 +41.55, 12.50' LT ___ j _� - - - - -- - - -- - - -- -THE SEY�ER CROSSING MATERIALS SHALL CONSIST OF THE FOLLOWING: 1 1. SEWIfR SSMH NO. 4, 48" RIM = 225.36 PIPE MUST BE MADE OF MATERIAL CONFORMING TO TABLE I.E. = 218.36 (CTR.) C1 -14 OF THE CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK). LE. = 218:31 (OUT) STA. 6 +17.55, 7.50" LEFT - - -- - - OFFSET ! 2. THE 'STEEL Ja4TS CASINGS FOR THE SEWAGE PIPE SHALL CONSIST OF WELDED WHERE THE CASING IS REQUIRED. EL- - 21 -per - -- — - - -- 3. - -eOA EPO�Y, NG FOR THE STEEL CASING SHALL BE A BONDED POLYURETHANE, OR EQUIVALENT. p / BEGIN S 133RD STREET STATIONING OTHER dONDMONS: iI :ILE H ! i` t J J (STA. 1U,+00.00) 1. SEE I"SPECIAL CONDITIONS (FOR `Si'U UTILITY PERMIT CROSSING)" ON - - - - -- T 7. i 2. PRO DE MINIMUM 12' FROM TOP OF SPU'S SOUTHERLY PIPELINE TO BOTTOM j OF CASING PIPE. THIS DIMENSION! IS TO 9E VERIFIED DURING CONSTRUCTION - C{�REFUL EXCAVATION TO THE PIPE SURFACE WITH A REPRESENTATIVE By _ -280 FR SPU PRESENT. i 3. PRO4ADE 6" THICKNESS OF ETHAFOAM ON THE BOTTOM SIDE OF THE S�313102 SEWEN CASING PIPE IF THE VERTICAL SEPARATION IS LESS THAN 18 ". S�-dw 00 40, 4. CDF WITHIN TRENCH AREA TO BE INSTALLED IF REQUIRED BY THE CITY OF, S, ATTLE INSPECTOR. CASEMENT ACROSS CEDAR RIVER PIPELINE R/W j N.T.S. -- -- - - -- 1.98-- - - - - -_ _ - NOTE: SEE SHEET 8 FOR C P °I CATHODIC PROTECTION DETAILS rJ 1 M N: ih � ! ,r^j• Cq 3-o N -. -- 00 N DALEY- MORROW- POBLETE, INC. 726 AUBURN t,'- rN AUBURN, WASHIN N CHECKED FOR �1MNLIANC i c PHONE: 253 -333 2200. FAX 25 zoo REOOMMENDED TO CITY ST WARDS F09 APPROVAL I = -7 d Date.; - L -3-Y BY 1st I �o 13 Date - �E BY s E?4G NEEFM4G - SURVEYlNc S/ AL EN a D LAND PL.ANNMG An ue'�w� i uate '1i4w IAA BY , - -- nocrpc.ct.e EXPIRES 19 JAN 200- 6 ST N T V. t " ESS 9f 1) ! DAWD - _ SCANNED OCT 08 lb r Li.l 0 O Lil w 5 - O � 31 M c �eI 5 t ` , o , LO 20 I LOT 21 FFT 221 I I I FF -221 sss I _ I.E. -215 I a$ In N ws p d I W W / 15+00 wW0 O' E-I ,I\% L O E- W STA. 19 +20317 - 1.00' -RT. 726 AUBURN WAY N. AUBURN WASHINGTON 78002 SSMN NO. 9, 48" p� Q 4 a RIM - 219.52 r 0. I.E. - 206.35 (IN) Q I.E. - 206.25 (OUT) ^, W CHANNEL FOR FUTURE CONNECTION TO WEST SSS I.E. -215 LOT 19 FF -221 2 F-1 °' c ® c E STA, 19 +1_7.06, 1 .00' LT. , , 1 - 8 -x6 I, 1 - 6" G.V. J (D g 13 LF 6- D.I. (RF Z - 1 - 5 -1/4" M.V.O. F.H. ASS' (� =a W 1 - 8" VERT. CROSS (MJxFL) ~ \ c U c o 2 - 8" BLIND FLANGES ONE W /2" TAP AND 2" PLUG v € 1 - 8" PLUG (MJ) m E BLOCK OF aC p 0) TA. 19 +17.06, 10.00' LT. 230 N - -- ___.__ _- - 8 "x6- TEE (MJxFL) + LXJ) M 3 LF 6GD.1.( 5-1/4- M. V.O. F.H. ASSY. 8" VERT. CROSS (MJxFL) — —� BEiND i I AA GES _ Q E W /2" TAP AND 2" PLUG 8" PLUG ( MJ) LOCKC 220 io� P: �A. 19 +20.31, 1.00' RT. SSAAH NO. 9, 48" RI A 219.52 I.E. 206.35 (IN) 210 -- _ _ ._ __ _206.25- (O IT) - . - - - - -- 9a iQ ANNEL FOR FUTURE a C ( NNECTION TO WEST a °1 -- i a Q I 19 +00 z 0 V) 18+00 SECTION 3, TOWNSHIP 21 N., RANGE 4 E., W.M. PROB E U All'K; OUAu.t 20 0 10 zo 4 ( IN I=) 1 inch 20 M 1 .ZOT 23 FF -231 ._ 1 - 5-1/4' kLV.CL F.K AIF,ASY. 1 B C. v. (FLxYJ) t - Me umv_ ntt AnA01 Ll LOT 9 /ice`" :Wi FF -233 _ -- — 230 = -- 220 210 1 N� os ro Ci a$ In N 15+00 14+00 DAL -€`- i IN— POEILE f c, WC. ,I\% L q 726 AUBURN WAY N. AUBURN WASHINGTON 78002 CHECKED FOR COMPLIANCE RECOMMENDED [ PHONE 251,- 333 -2200, FAX. 2553­3,5-21()b TO CITY STANDARDS FOR APPROVAL _ Date BY o a 13 [ j Dots y BY ���s oc� I Ew�ra� - f 11 L W PLA 1f Date =i I BY — i,` ,,_ c.a� (EXPIRES 9 JAN 2006 S7AW MUT YAW U SS 9"D • DATED 1 . rK j _r. SCANNED OCT 0 8 a*" 4V ! %16 ' 0 6 C 1 �rj LLJ C) O J_ E H i .�1 HE-� C) rr) . � W cry w w cn w M �v E F'4 3 $ Z dW E C ap v; kill� ✓.I:�I✓:Itlr! I Ii1% z 0 l [To-d ww, SECTION 3, TOWNSHIP 21 N., RANGE 4 E., W.M. 9 it SCANNED • 4 IV��- LOT 31 V ! FF= EXIST. O ALL W.M.'S IN 134TH WIDENING AREA 1 STA. 36 +67.97, 12.00' RT. SHALL HE RELOCATED TO BEHIND t EW EDGE LOT 30 F.H. ASSY. OF PAVEMENT (COORDINATE W /INSPECTOR) � FF= EXIST. U I "F4;EX'IT.. S� G�-- — — — (D� sr134TH Ste- — — — -- — — — — — Wm 4� _\ — WM /WM z vv ggg - — — - - ANODE-HEADER _ GP — 4 VL ' C t3AR RIVER PFr=L VE (CRY'OF SEATTLE) _.... _- _ - -_.— _ ANODE HEADER 2 " W KNNGCOUNTY PLAN CRY OF RENTON CALF 1" -- 20' STA. 36 +68.12, 0.48' LT. 1 - 8"x6" TAPPING TEE (MJXFL) 1 - 6" G.V. (FLxMJ) 12 LF 6" D.I. i °J) 0 1 - 5 -1/4" M.V.O. F.H. ASSY. Z cna I X W i 36-+68: 12: 0.4 "x6" - - -- -- -- 1 - 8 TAPPING ((LxM�; -- - 1 LF 6G.DV. 1�- - 5 1/4 M.V.O. 230 -1 - - -- I I C) � 40 +00 J9+ 00 i 3700 I i i PROFILE ,1 CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Date 3' BY Date BY ' *s�lll/ Q6°w 61r�k✓ Dateltli-0-4— BY 9 it SCANNED • 4 I loi � o o N Ii y f� LLJ � o 0 -- U W J � E- W � � Q ww Q --i 1 (1; E- W � Q E-� E W Q 0� x CD in W W cn I L a° 00 n � of E-1 ULi W as av c� •v •5 o oc c` C, ae s z lIxlxIxIx rr a °d 0 Im z 0 in SECTION 3, TOWNSHIP 21 N., RANGE 4 E., W.M. SEE SHEET 8 LOT 2 ......... ... FF =224 ALL'W.M.'S IN 134TH WIDITING AREA 1 ! LOT 1 1 BF 11 , FF�E 1ST Y _ TO BE VERIFIED AS TO H 20 BOX LID 1 / 1` SERVICE & 1" W.M. ,(11P:), (� FF =226 STA. 31 +65.60, - OR RELOCATED TO BEHIND,NEW E GE SEE QFF AIL, SHT. 9 O BF =217 'NEW 11.50' RT. R W DEDICATIO OF PAVEMENT (COORDINA W /INS ECTOR) 1 F.H. ASSY. \ �1 275. LF 8" PVC - - SS O 7.45% SSS SSS SSS __SSS SSS .=2 3: _ _ I.E. =218 - I.E. =213 - Air LE. =211 LE. =.2 7 KA ° CAI - -- -- - f- - - -- I $ �aC3- Cie -� t wwP�4? - t% KtJL.L _ 120.1 LF 8' PVC SS 013.989 GRAPHIC SCALE / REMOVE 202.0* LF EX. 8" D.I. zo o tU 20 ao - D.I. W. AND INSTALL 236.0± LF 8' STA. 4 +17.44, 12.50' LT. ( IN FEET ) -J - -- - - -- - L- - -� -- -- --f�)- - - -- - - -- ��/ -� - - - 2§ 3 LF PVC SSMH NO. 2, 60" jSS O 5.9 � SHALLOW TYPE 'B' RIM = 204.34 I.E. = 199.85 (IN) W _ I.E. = 199.35 (OUT) SPECIAL CONDITIONS (FOR SPU UTHM7 PERIQT CROSSING): 1. PRIOR-TO ANY DIGGING ONE -CALL MUST BE CALLED TO LOCATE - Y'4 .6 LF " PVC NELSON, SPU WATER ENGINEERING AT 206 - 684 -5919 TO COORDINATE STA. 32 +57.27; - 11.00' LT., SSMH NO. 5, RIM = 2TO:,S THE LOCATION OF THE EXISTING CATHODIC PROTECTION SYSTEM IN THE j AREA. C. COATING FOR 'A STEEL CASING SHALL BE A BONDED POLYURETHAD I.E. = 201.10 IN I 0 00 ' OUT SS 00.81% - - 1 CONSTRUCTION MEETING, THE FOLLOWING SPU PERSONNEL SHALL BE CONTACTED SO THAT THEY MAY BE INCLUDED IN THE ATTENDING OF i � 00 TONY WHITE OR SANDY GRAY AT 425 - 255 -2242, SPU LAKE YOI.INGS Ni 1 LES NELSON AT 206- 684 -5919, SPU WATER ENGINEERING \ 3. APPAL -Al. PERMITTEE. TO. PEED WITH ANY CONSTRUCTION O P.i -- - - -- - AND /OR IMPROVEMENTS SHALL BE IN THE FORM OF A 'NOTICE TO t♦ I /r � �> PIPELINE (CITY OF SEATTLE) 1 TO THOSE APPROVED IN THE PERMIT. ALL WORK TO BE PROSECUTED / WITH DILIGENCE, AND WITH DUE RESPECT TO ALL PROPERTY, II CONTRACTS, PERSONS, RIGHTS AND THE INTERESTS AND CONVENIENCE OF THE PUBLIC. ALL WORK SHALL BE COMPLETED BY END OF THE MONTH 1 YEAR FROM THE SIGNATURE DATE BY THE CITY 5: THE-SEWER CROSSING MATERIALS SHALL_.:UNSIST OF THE FOLLOWING_. M. A. SEWER PIPE MUST BE MADE OF MATERIAL CONFORMING TO TABLE Cl STA. 31 +43.25, 0.62' 'LT., REMOVE EXISTING HYDRANT 200.1 LF 10" HDPE SS O 16.7674 4 OF THE CRITERIA FOR SEWAGE WORKS DESIGN ORANGE BOOK 1998 _ CONNECT TO EXISTING 6" G.V. W /8± LF 6" D -1- (' J _ <. (n W D - - -- RJY Z ± -LO bm 7_ PERMITTEE AGREES THAT DURING ANY CONSTRUCTION, OPERATION 1 - NEWBEND- F.H. ASSY -, ______ _ MAINTENANCE OF THE PERMITTEE'S FACILITIES NO HEAVY EQUIPMEN -� KNG COUNTY , FEET THE CITY'S WATER TRANSMISSION PIPELINES WITHOUT THE PRI PLAN �C rTY OF RENTON APPROVAL OF THE CITY. SCALE: t = 20. $ �aC3- Cie -� t wwP�4? - t% KtJL.L _ 120.1 LF 8' PVC SS 013.989 GRAPHIC SCALE / REMOVE 202.0* LF EX. 8" D.I. zo o tU 20 ao - D.I. W. AND INSTALL 236.0± LF 8' STA. 4 +17.44, 12.50' LT. ( IN FEET ) SSMH NO. 3, 48" 1 inch = 20 ft RIM = 209.83 SEE ATER CONNECTION I.E. = 201.52 (IN) l DE LS, Sf�E�T 9 I.E. 201.42 (OUT) 4' y� STA. 3 +86.32, 12.25' LT. 2§ 3 LF PVC SSMH NO. 2, 60" jSS O 5.9 � SHALLOW TYPE 'B' RIM = 204.34 I.E. = 199.85 (IN) W _ I.E. = 199.35 (OUT) SPECIAL CONDITIONS (FOR SPU UTHM7 PERIQT CROSSING): 1. PRIOR-TO ANY DIGGING ONE -CALL MUST BE CALLED TO LOCATE UNDERGROUND UTILITIES. IN ADDITION TO ONE CALL, CONTACT LES NELSON, SPU WATER ENGINEERING AT 206 - 684 -5919 TO COORDINATE THE LOCATION OF THE EXISTING CATHODIC PROTECTION SYSTEM IN THE j AREA. C. COATING FOR 'A STEEL CASING SHALL BE A BONDED POLYURETHAD 2. AT LEAST-14-DA-YS- BEFORE CONSTRUCTION AND /OR THE PRE- CONSTRUCTION MEETING, THE FOLLOWING SPU PERSONNEL SHALL BE CONTACTED SO THAT THEY MAY BE INCLUDED IN THE ATTENDING OF THE PRE - CONSTRUCTION MEETING AND MAKE ARRANGEMENTS TO BE / ON -SITE: 00 TONY WHITE OR SANDY GRAY AT 425 - 255 -2242, SPU LAKE YOI.INGS OPERATIONS 1 LES NELSON AT 206- 684 -5919, SPU WATER ENGINEERING \ 3. APPAL -Al. PERMITTEE. TO. PEED WITH ANY CONSTRUCTION O P.i -- - - -- - AND /OR IMPROVEMENTS SHALL BE IN THE FORM OF A 'NOTICE TO PROCEED ". I 4. THE PERMITTEE IS RESPONSIBLE FOR LIMITING THE USE OF THE R W 1 TO THOSE APPROVED IN THE PERMIT. ALL WORK TO BE PROSECUTED / WITH DILIGENCE, AND WITH DUE RESPECT TO ALL PROPERTY, II CONTRACTS, PERSONS, RIGHTS AND THE INTERESTS AND CONVENIENCE OF THE PUBLIC. ALL WORK SHALL BE COMPLETED BY END OF THE MONTH 1 YEAR FROM THE SIGNATURE DATE BY THE CITY 5: THE-SEWER CROSSING MATERIALS SHALL_.:UNSIST OF THE FOLLOWING_. QUESTIONS REGARDING THE CATHODIC PROTECTION STATIONS SHALL A. SEWER PIPE MUST BE MADE OF MATERIAL CONFORMING TO TABLE Cl DIRECTED TO LES NELSON AT 206 -684 -5919. 4 OF THE CRITERIA FOR SEWAGE WORKS DESIGN ORANGE BOOK 1998 CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Date /t>� BY d� Date � ,,ate^^ //�ry"�1 BY AUou/ Date X k a4 BY 1'94 FR 3 3�7 E, BE D (ALL NG BE )R IN )R 'L 317E BY S VD LLY, I )FF. DALEY- *MORROW- POBLEM, INC. 726 AUBURN Y N. AUBURN, WASHINGTON 98002 c PHONE: 253- 333 -2200. FAX: 253- 333 -2206 0 P 132 ENQ IG - SURVEYING ANA L E LAND PLANNING ncorportlTetl EXPIRES 9 JAN 2006 STAMP NOT VALID UNLESS SIDED h DATED SCANNED OCT 0$ zoo�p ;'/g /c6 <�� Y ) tZtdo (ORANGE (HTTP: // WWW .ECY_WA.GOV/BIBLIO /9837.HTMQ. _ B. SEWER PIPE MUST BE ENCASED IN STEEL AND SHALL CONSIST OF X WELDED JOINTS ACROSS THE ENTIRE ROW. I � z C. COATING FOR 'A STEEL CASING SHALL BE A BONDED POLYURETHAD EPDXY OR EQUIVALENT. Q 00 5. CATHODIC. PROTECTION - _DEVICES AND ,TEST STATIONS ARE REQUIREI Q � WITHIN THE CRPL R/W. THESE DEVICES AND TEST STATIONS SHALJ 0 O P.i -- - - -- - INSTALLED TO CONFORM WITH CITY_ OF SEATTLE STANDARD PLANS !633 AND #36q INCLUDING CONNECTIONS TO CRPL # 1 (THE MIDDL PIPELINE), AND TO THE STEEL CASING ABOVE PIPELINE #1 AND ALA I + AT THE SOUTH EDGE OF THE CRPL R/W. THESE TEST STATIONS S II INCLUDE 5# ZINC REF CELLS AT EACH CONNECTION POINT AND WAR TO THE TEST STATION, ALL PER SPU STANDARDS. ANY TECHNICAL QUESTIONS REGARDING THE CATHODIC PROTECTION STATIONS SHALL DIRECTED TO LES NELSON AT 206 -684 -5919. I- J 6. THE TEST STATION(S) BEING INSTALLED WILL BE AVAILABLE AT ALL (n W TIMES TO CITY PERSONNEL FOR S- RAY CURRENT TESTING PURPOSE 7_ PERMITTEE AGREES THAT DURING ANY CONSTRUCTION, OPERATION ______ _ MAINTENANCE OF THE PERMITTEE'S FACILITIES NO HEAVY EQUIPMEN -� EXCESS OF H-20 SHALL BE MOVED ACROSS OR WITHIN 1( FEET THE CITY'S WATER TRANSMISSION PIPELINES WITHOUT THE PRI APPROVAL OF THE CITY. 8. ALL CONSTRUCTION RELATED_ ACTIVITIES WITHIN THE CITY'S CF - - -- �- _ -- -AND F W ARE _SUBJECT TO THE- DIRECTION AND APPROVAL OF THE ON- CITY INSPECTOR. 9. THE CITY RESERVES THE RIGHT TO STOP WORK OR MODIFY THE ST . 31 +10.19. 11.00' LT. n�c rnv[r Ur Ccirv5 rrcuc. nV�r cA'c CJC3rW'i IF IYEC.-GJJAIRY 10 PROTECT THE CITY'S FACILITIES. I 4 - - -- -- - -- -- - - -- SH LLOW TYPE 'B' 10. THE CITY AND THE. PERMITTEE MAY MAKE FIELD_ CHANGES OR RI = 204.34 MODIFICATIONS TO T:AE PLANNED CONSTRUCTION OF THE FACILITIES I.E 199.85 (IN) MUTUAL AGREEMENT OF THE CITY'S INSPECTOR AND THE PERMIT11 E LE = 199.35 (OUT) AUTHORIZED REPRESENTATIVE. SUCH CHANGES SHALL BE NOTED A INITIALED ON THE PLANS AND DOCUMENTED IN THE AS -BUILT DRAWINGS. 11. THE PERMITTEE AGREES TO LEAVE THE PREMISES IN A SAFE, ORDE �I� * FIT AND SANITARY CONDITION AFTER CONSTRUCTION AND AFTER 01 01 00 TERMINATION OF THIS PERMIT. (VI NI -- - - -- -- - - -- �- 31 #00 N 12. WITHIN 30 RAYS OF COMPLETION _ OF THE CONSTRUCTION AND /OR IMPROVEMENTS, PLANS SHALL PREPARED PERMITTEE, BE BY AND PLACED ON FILE WITH THE CITY, SHOWING THE INSTALLATION AS I CONSTRUCTED. l � ®� Sc_► aAV Cop fy I - - - - - - -- - -- - - -- - - - -- - -' 13. THE . PERMITTEE SHALL NOT ALLOW ANY EROSION, EXCAVATION RUN -_ - POLLUTION, SILTATION OR TURBIDITY FROM ITS ACTIVITIES TO ADVERSELY AFFECT THE CITY'S RIGHT OF WAY OR THE SURROUNDIN CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Date /t>� BY d� Date � ,,ate^^ //�ry"�1 BY AUou/ Date X k a4 BY 1'94 FR 3 3�7 E, BE D (ALL NG BE )R IN )R 'L 317E BY S VD LLY, I )FF. DALEY- *MORROW- POBLEM, INC. 726 AUBURN Y N. AUBURN, WASHINGTON 98002 c PHONE: 253- 333 -2200. FAX: 253- 333 -2206 0 P 132 ENQ IG - SURVEYING ANA L E LAND PLANNING ncorportlTetl EXPIRES 9 JAN 2006 STAMP NOT VALID UNLESS SIDED h DATED SCANNED OCT 0$ zoo�p ;'/g /c6 <�� Y ) tZtdo o Cli w 0 -. Q � LLJ J v? W W � � O W O cr) d E-N CS s W CI-2 V W d � Fy O i0D CL o� 0 ® of 3Q �z H ZLq a' a r, n! DIC V T"1 c E � mE c C .4 I c rn c 02 a, S d I z a a 0 � I m Z O In 0 Z SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2 ALT_ CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. F WATER � T TIC_ SURFACE W�.TER LRAINAGE SYSTEM SHALL BE CONS.RUCTED ACCORDING TO THE APPPOVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEP7'icTMENT. SURFACE WATER UTILITY SECTION. 4, A COPY OF THESE- APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE F' ^�TFNTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 023(1) CF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THI A 5 SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR TH E TOP P F THE FOUNDATION 0 E FOUND ON MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA A � WITH CL S� (: THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95m FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE, iG GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE_ 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 2. ALL CATCH BASIN CRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13 OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE .ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS ADMIN STRATOR. 14 ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: I - 8 INCH ROCK j 40 - 70% PAS,�ING; 2 - 4 INCH ROOK / 30 - 40% PASSNG; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING CF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING (DR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER. THE CITY OF RENTON DOES N'-IT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC. FLOW SHALL REQUIRE A TRAFFIC' CONTROL FLAN APPROVE BY THE PUBIC WORK:, DEPARTMENT, TRANSPORTATION SYSTEMS D TaSION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC, l 'NTROL SHAD.. APPLY. S. SPECIAL DRAINAGE MEASURES `VII L BE REOIlF)FT F THE PR0,'FC:T LOCATION IS WITLnN THE A LI17FR PROTECTION AREA (AF)P), l- BEFORE ANY CONSTRUCTION OR DEVELOPMENT A IVITY 1 1 RS PRE- CONSTRUCTION MEEFN> MUST BE HELD_ WITH THE CITY OF REN_IN. PUBLIC WORKS DESIGN ENGINEER. 20 ALL LIMITS OF CLEARING AND AREAS CF \EI FTATI0N PRESERVAT IN A5 PRESCRIBED ON THE F'-.AN(S) SHALL BE Cl_ aR.' FLAGGED IN THE FELD AND OBSERVED DURING CONSTRUCTION. SECTION 3, TOWNSHIP 21 N., RANGE 4 E., W.M. 21. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES r SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLEEE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE 22. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 23. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 24. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 25. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMEN" APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGiAENTED WITH ;ULCHING, NETTING OR OTHER TREATMENT APPROVED BY TH E CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 26. FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. 27. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. MANHOLE FRAME AND COVER SEE DRAWING BE29 ADJUSTMENT (4" NAN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC.. OR APPROVED EQUAL, SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE NOTES: I. STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. SOPS ARE TO BE IN PIACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO DE PER DRAWING BR21, 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNF.WNG. COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE. T. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE IARGEST PIPE 9. CONNECTIONS TO MANHOIE SHALL BE MADE USING GPK AP.APTOR CB -N -SEAL BOOTS OR APPROVED EQUAL. 10, MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A - SURELRACK' CLIMBING AND FALL PROTECTION SYSTEM INSTALLED, SANITARY MANHOLE TYPICAL DETAIL 'A' 'B' 'C' 'D' 'E' 48 MH 5_ INN 24" MIN. 21" I.D. 59` MH 54" 6" MIN. 5.5" MIN . 24 MIN. 24" LD `�Y O ADOPTED MIN, 142" MIN 1 30 LA 2 CITY A ARNEP LANS N j LET DATE J 03 R cum JDH DMC 0 "/'9E dd d e= DCV AG I _REVISION BY JAPPWDl -DWG. NAME: BR28 SP PAGE: 6071 SANITARY SEWER NOTES AND SPECIFICATIONS L ALL WORK MATERIALS SHALL BE IN CONFORMANCE VOTH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DE ;.RTMENT AND THE LATEST EDITION OF THE WSDOT /.APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREE( USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALE.. TAKE PRECEDENCE OVER ALL OTHER PLANS, 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. S. THE CON IRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVE' CP 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSING'S FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15 IN UNIMPROVED AREAS, MANHOLF TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER M1,5T SLOPE IN ALL DIRECTIONS TO MATCH PAVING'. S-ftJ13107 CHECKED FOR COMPLIANCE ���� //TO CITY STANDARDS 2.��ll!/-✓�' L-� Date 3-?Z-- S` Date Date ROLL 194 FR 3 6" SEWER PIPE - NOTE. \�., UTILIZATION OF THIS CETAIL REQUIRES WRITTEN APPROVAL OF THE WASTEWATER UTILITY'- / B" PLUG ,-�- B 3'x .3' MIN. / I �- 8 "x 6.. STYE ( , 45 (1/8) BENDS FOR / I SECTION A -A ONE CONNECTION / O" PVC OR D.I. SEWER PIPE ON EACH SIDE. J/ 8". 6 WYE VARIABLE I CEMENT CONCRETE CLASS 3000 A ��SEWER : (a" slze)Tee I "} VARIABLE j 3" T_' DUAL SERVICE VERTICAL CONNEC IOII ADOPTED �w� I 3' MIN. suNOAm nAI� SECTION B -B MW 1MSL e/WT 0.r DWG. NAME BR39A SP PAGE BOBC GATE REVISION BY PR ADJUSTING RINGS OR BLOCKS .,S REQUIRED., 24'• 24" x 6" FRAME AND LDCKING LID PER DRAWING BR29. I PRECAST VALVE 4' MIN. T CHAMBER CONE 12" MAX. NOTES. R.C.P. OR EQUAL - :y ? ADAPTOR - 1. STEPS TO BE 3/4" a DEFORMED BAR GALYANtZE6 SAFETY .. COLLAR - SEEPS OR EQUAL RUBBER B" IPER 12' 2. SEEPS ARE TO BE IN PLACE BEFORE. MANHOLE SECTIONS GASKET o ARE INSTALLED •t. 3. CASTING TO BE PER DRAWING BR29, 4. ALL JOINTS SHALL BE GROUTED. /9 n` 5. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED ;SEALED) ., + 'r4 .'- "F WITH A HIGH SOLIDS UREWA.:£ COAL `•^' A WASSER MC- CONSEAL OR APPROVED EQUAL COLOR of COATING SHALL HE WHITE. 6. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTIR C -443. �s. .•W •, F y 7. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSID� 'D DIAMETER OF THE LARGEST PIPE. A , 4° rI B CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK / ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL / SANITARY MANHOLE L- POURED IN PLACE BASE EXTRA SHALLOW TYPE C ADO cTrr or R-N Lsr oArW ,: /Ws eta .ea.a DWG. NAME: OR38 SP PACE: 8073 DATE REVISION !D' PR 24 "x 6" FRAME AND LIP / PER DRAWING BR29. � I 4" MIN TO 12" MAX. ,f. 4" - 54" 9, > NOTES: 1. STEPS TO BE 3/4- D Dc -,RMED BAR GALVANIZED SAFETY j STEPS OR EQUa_ '2. SI'E. G AKE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFLRCED PRE:- 'A-CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR '.. SURFACES. INCLUDING CHANNELING, COATED (SEALED) 'W- A HIGH ­- URLTHANUE COATING, WASSER MC- CONSEAL OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE', DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL HE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. SANITARY SHALLOW MANHOLE TYPE B OPTED ol WAfNN ® LR �A�S6 ,ZFI/aE alai DWG. NAME. BP3- SP PAGE: 90': DATE oils PEVISION �P'TJ SCANNED OCT 0 8 --ce z v,,; DALEY- MORROW- POBLETE, INC. l F A / RECOMMENDED FOR APPROVAL BY BY °I f' 6L ► Y n9 E /\��`YYY `IPNAL E ENGINEERING - SURVEYING `fir a ! LAND PLANNING BY'4 EXFIPE __- 'AP. 2`105 SCANNED OCT 0 8 --ce z O cY) N O h a z Z W 0 0) 0 V W a i f 0 W a CL C ♦% o Q. C my a L_ � U � b 0 c W C N Q 11 0 N - cr W _ W Z 0 z a in • :E J V C W 1 °i .. ,E 0. Lam. .O 0) z '-� Z a) ii n w v F- O o ed _z 00 q6 uj d .� 7 r f - n- f - CO o • �- w r Q , r f ► 624 C Cr w r 0 0) 0 V W a i f 0 W a CL v r- � � ♦% o Q. 2 W my a L_ o U .0 .E Cr 0 of W M 3� Ua Q 11 0 N - cr •p W _ W Z �Z .- z a in • :E J V C W °i .. ,E 0. 0 a .O 0) z '-� Z a) ii n w v F- O o ed _z 00 0 0) 0 V W a i f 0 W a CL IIIII� M O Cr F x ;f >I .F GRIND AND REPLACE - RIM = 1 �U C4 STEVENS AVENUE 137 (53 (12" IN N � -- -- -- FROM STA 0 +551 TO I E. = 137.53 F_." IN W 1 STA 3 +751 I.E = 137.38 (12" (All E -0 �. &W o ,� r- z cry (-] O „C, A 0O II u') °U) '`) (V X O ! w cn I .e 170 00 0. 0 U U � 1!i 0- uj H m v r- � � 00 :3 Q. 2 W \ J 0 o U � Cr Q � �� W M 0 IIIII� M O Cr F x ;f >I .F GRIND AND REPLACE - RIM = 1 �U C4 STEVENS AVENUE 137 (53 (12" IN N � -- -- -- FROM STA 0 +551 TO I E. = 137.53 F_." IN W 1 STA 3 +751 I.E = 137.38 (12" (All E -0 �. &W o ,� r- z cry (-] O „C, A 0O II u') °U) '`) (V X O ! w cn I .e 170 00 0. 0 U U � 1!i 0- uj H m H J v r- � � 00 :3 Q. 2 W \ J 0 w U z Q V) Q � W W M 0 Q 11 0 N - H J 'H �1 �'., 1'V(>il�; 9 1';., iV1.11. a inul) r � 0 M Q 11 r- N - VANED GRATE = 152± I.E. (OUT) = 149.8± PLAN SCALE: 1 " = 20' EXISTIN(-'7 GRADE 160 - -_- -- - -- -- - STA. 0-+12.00, 8.71' LT. EX SSMH (135 ► 119.8 LF 12" PVC / RIM 138.63 SD ® 17.80% I.E. = 132.53 (CT R.) -- STA. 0 30.17, 22.84' LT. EX. SD 6 RIM = 39.93 I.E. = 137.63 (12" IN N.) / 150 -- I.E. = 1 _53(6" IN W.).-__ ---- - - - - -- I.E. = 137.38 (12" OUT I r- r� 130 0+ sillcIlloN, 34 p Ol+ti'��IIII' �1 �'., 1'V(>il�; 9 1';., iV1.11. a JI A _ W Z �Z .- z W N g Z 65 in a d- J V �' II ` 0 Q W °i .. 0 0. 0 a .O 0) z '-� Z a) ii n w v F- O o ed _z (V q6 uj d .� 7 r f - n- f - CO o • �- w r Q , r VANED GRATE = 152± I.E. (OUT) = 149.8± PLAN SCALE: 1 " = 20' EXISTIN(-'7 GRADE 160 - -_- -- - -- -- - STA. 0-+12.00, 8.71' LT. EX SSMH (135 ► 119.8 LF 12" PVC / RIM 138.63 SD ® 17.80% I.E. = 132.53 (CT R.) -- STA. 0 30.17, 22.84' LT. EX. SD 6 RIM = 39.93 I.E. = 137.63 (12" IN N.) / 150 -- I.E. = 1 _53(6" IN W.).-__ ---- - - - - -- I.E. = 137.38 (12" OUT I r- r� 130 0+ sillcIlloN, 34 p Ol+ti'��IIII' �1 �'., 1'V(>il�; 9 1';., iV1.11. GRATE JI _ 0 Cr. Z �Z .- '46 W N g Z 65 0 m� a d- _j z o �' II ` 0 Q O D �- .. rn cp k' m ao,-� r 't rn •- Q vi 0 a .O 0) z '-� Z a) ii n w v F- O QQ U F- uj z= Cl O0P-�F- + 7 r- r- a q6 uj d .� 7 r f - n- f - CD U i cv U-) OLL O ul + X U-) w (0 II Lj ir V) 0 0 F- a0w � -w .JXlw --- ww? O p z O 0 aW Q o uj , EXTEND T.E. TO INTERSECTION 3 O V OF STEVENS /S134TH w / • T I ,. TO CONTROL DRAINAGE �� II Ld Y O J W O Z I it cO - W N >_ (/1 (Y Q Cj 0 < � ~ m II > U d. U "jZ 1�z x 0 w U w i STA. 2+40.05, 15.21' LT. EX. SDCB (DRYWELL? ) (REMOVE) RIM = 178.30, I.E. -- I �'tb. o) EX CLEANO)UT (4" PVC IN S., RO K DRAIN ?) (REMOVE) RECONNECT TO AREA INLET NO. 1) 1 REMOVE EX. 6" VC P SS 20.0%j (FROI'.1 RFC RDS) / 1 III + ✓ STA. 2 +38.99, 13.40' LT. -- - AR -EA INLET NO. 1 RIM = 178.00 ° I.E. = 175.67 (RECONNECT EX. 4" PVC IN) C`•�• I.E. = 175.50 (6" OUT S.) ' -- - - - - -- -- - --- -- I - 4-7$ - 24.0 LF 6" PVC ® 16.75% STA. 2+14.99p 13.40' LT. SDCB NO. 16 1 .! VANED GRATE = 173.98 I.E. = 171.48 (s " 4N N.) - ---- -- - - - -- - - - -- -- - -- -- - - - - - -- -- ' I I.E. = 170.98 (12" OUT S.) i Li STA. 1+82.00, 8.01' LT. z ----REMOVE EX. L.H. ANA .A - .- ____ ---- _----- ___ .____ __ - WITH SSMH NO. 1, 48" 0 `-- SUPER SHALLOW TYPE 'C' I w RIM = 168.46 I ' z I;E. = 165.81 (IN) J a;E. = 165.71 (OUT) - -- - - -- -- - ► � - - - - - -- -- -- - -- - -- - - -- - -- � Q 1+ 78 56, 11.40' LT. SDCB (REMOVE) 1 7 ou ' 16 5.50 12" OUT S. f STA. 0 +95.30, 17.82' LT. / SDC8 NO. 17 VANED GRATE = 152.65 1 I.E. = 149.65 (NEW 12" 1 - - -- - i --- - - ---_ --- - -- - - - -- -- ---------------- - - - - -- - - -- - _ _ _ _ _ IN N. do EX. 12" OUT S.) t EX. 8" WATER -- - - - - -- -- -_ -- - --- -- - - --}-- - -- - - - - -- - -- -------- - - - - -- - � -- - - -- -------- _------ - - - - -- -- ---- ______ --� -fig - -- -- -- - --� - - - - - -- - - EX. 6" VCP SS 0 19 7% ! (FROM RECORDS) I ' i r�j PRQFILE t i SCALE 1" = 20'I(H.), 1" = 5' (V.) ; I ; .- r'1 rl i CV i ( i CQ' v ul I �:,; i oo ! s,+ s. t ROLL 2,; .0 1 FR � 194 GRAPHIC SCALE 20 0 10 20 40 114 IN FFF.T I inch = 20 ti TEMPORARY EROSION / SEDIMENTATION CONTROL NOTES: 1. PROVIDE CATCH BASIN PROTECTION AS SHOWN. SEE DETAIL. 2. PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED. STANDARD STRENGTH FILTER FABRIC GRATE JI CATCH BASIN NI -ITE: ONI Y TO BE USED WHERE PON1,ING OF WATER ABOVE THE CATCH BASIN WILL N(-IT CAUSE TRAFFIC PROBLEMS ANP WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPE V 1!N TE% ANCE STANDARDS: 1. ANT ACCUMI'L ATED SEDIMENT ON OR AROIM, THE FILTER FABRIC PROTECTION SHALL BE REMC,%,rD IMMLHATELI. SEDIMENT SHALL NOT BE REMOVOED WiTM WATER. AN[) ALL SEDIMENT MUST BE u15POSED OF AS FILL ON SITE OR HAUL-EC) OFF -SITE 2. REGULAR MAINTENANCE IS CRITICAL MIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY. CATCH BASIN PROTECTION W!, ,- FAIL SUUDENL 1 ANL CUMPI.E TEL Y IF Nn I MAINTAINED PROPERLY FILTER FABRIC INLET PROTECTION N. T. S. AIC 20' �- 20' , I 21 o .-..a I VARIES PER PLAN I 19.5' .'ARIES PER PLAN W J la. - NO WIDENING WHERE EXISTING PVM T. WIDTH EXCEEDS REQUIRED N\-COMPACTED 4" COMPACTED DEPTH WIDTH SEE PLANT CLASS "B" ASPHALT CONCRETE 6" CRUSHED ROCK BASE SUBGRADE STEVENS AVENUE SAS. TYPICAL ROADWAY SECTION N T S s- 33/09 CHECKED FOR COMPLIANCE CITY STANDARDS Date 7 -13 -05 Date Date i w & , ,, 4 - blvw �I _xPIRES 9 JAN 2006 ] Tmv wji vaim iftiss i~n & n.rFn RECOMMENDED FOR APPROVAL BY BY BY DALEY- MORROW- POBLETE. INC. cv "kjot -prNiv vvr r iv AUBURN. WASHINGTON 9800 PHONE: 253 - 333- <<��0, FAX, 53- 333 -2206 �I ENG04EERING - SURVEYNG • L LAND PLANNING � r 4 SECTION N 3 TOWNSHIP S HIP 21 N. 1 RANGE 9 M i , T ca S + A 0 30.17 T: a , 22.84. L .-` c� C7 M- 1� a 4 w ., j N � X t` cn E SDCB _I- � N w >u '� C] W C? M- r r-•. F- RIM 1 cn U (n .139.93 ._, in c a G? W W C� �, �! �. Ny C3 r. ► Q N Z Z I.E. 137...3 1 IN 3 (n 3 a- W (n I~- (n » V1 O n h- .. p Z .- t1 LE. 137:53 (6 IN W.) tt z a ._ .�, w O (n . � � w Q � ,d. o w i- M CL, a a U Ljj Gl WW It 0 I.E. 137.38 (12 OUT E. Li � � p O � w . O V 1-- '� .. A. Q 4 .- .,. ' h C� d N (!3 , H tt? tG t� .o o ,,,..., Q \ GRAPHIC SCALE '� p � .. . g a � F� > C� Q d ,/ Z i- z m z Z \i 20 _ 0► . trC W .... C� F O . O Q 1 fl 20 O �!. cq N _ r �' � a _ y. ai fr Lu j W O L� � Z �- fJ Aj W � 1A gJ 1�- O 3.. ' ; 6 . CO Q Z �-- E""� Q to :,. Q ' � Odd _ Li. co ts.� o W 4 Q. M h h .Z . LD W N-- �. si• z g 4 .� � z + z �. Z a � .. I ♦ .,. . 3 (iN FEET ) v 3► ♦ ® N (li s �. cas !� _ i?t~ � O w . m W ii (i II � �i• DC : : 1 inch - 20 fi. (n V. -a C3 q �.? �. . t� Q W U GA M. q$ _J'R' - 49W. z V. S ,,,.., cv ✓<at .. , w G _ c� G ^ S V P_ SS _ .: TEMPORARY ER .. :._ OSION SEDIMENTATION ✓ ON CONTROL NO / ,, _. ,�....,, � TES. 50 R. W ..� 8 0! _ 1♦ PROVIDE CATCH BA ..... I SIN PROTECTION AS SHOWN. o � _ .$ D SEE DETAIL. Q 25 R. _,_. a 2. PROVIDE E ADDITIONAL EROSION CON W , ...�._ TROL M O C�9 Q ... EASURES AS R �- � R. SQUIRED. 0 r , � r � Q t� OJ : S ,> O G• F-i W a r -+r•'Err— 111L 1> .rte '71 Q i-, .,` Z oz �,} Q �, w Z Q Z .•-, .-, ..• _.,, w g �--- ...� O _ o ..� , STAN W I- tL _ h * - - v E- tr STANDARD .STRENGTH W wJ h- (n tai:. ...• I- .,.. W O O to e- Z J d E—+ © O cs> c� _ to z .�. En C3 W � . .., g FILTER 1 g cy5 r� .. _ L ER FABRIC O t,. I- U d oo : W t'l.2 , A sS? 9- O �i (n Z (.L O O (L' � Q q O F 3 �- (r a cn �. GRATE a O u 1-� . d 1- _ Lir , z w c>GW w h�+-i � iM Z � .- f!J Ca a c.� � z o to W g r ... W z 4 cn ., . z t� r ... w = z 3 w � .�. .... a O � � NO SPECIAL I \ . � � n . � g a _ �.., : NOTE: ECIA INSPECTION MAY BE REQUIRED FOR U Lt• �. ® (n 4. x C3 t,1 Z i a � O d W ap O , . tt Q C? � � � D _ Q to O 11 z (n o TREES BEHIND THIS CURB. CITY INSPECTOR M i-- {C (A '3" Z °$ .. �: Vf W H tJ : I NS E{iT ®R MAY / - d �-- M 3 w im W Q — _ �, \ Q Q O a co � W _, � v F z : O + � w o < -41 REQUIRE THAT AN ARBORIST .DETERMINE THE v �... .r w ¢ �.. x u7 a N .. . w z E EFFICACY \ O t— (!f . Z N Q W - .- E- co w (0 ,a w d d d / OF RETAINING THES c v z w §E W w 0 r� as E TREES AND IF RETAINED � M W N i- Q X O I cn R . , MIN. J 04 N DISTANCE/CLEARANCE c>r ^g O � / d a � � �A _ a © (>� Q g //y� II (n O z FROM CURB AND /OR Ai�Y 00 p // `� w g O (� �.- O \` it �n = w to WW `h �, SPECIAL TREATMENT TO MAINTAIN THEIR HEALTH. ' ca (�' �, sg v p A d O vl N Z U. (� t2 O A to .. C� F- � A CATCH BASIN . � - 1- 4 O �, G9 N co II > \ D O N, O -- ►`� O p Q La. to t•- \ \ �j p p / N X q w O W Q A d. s. J - W \ b Q •.+ 0' U PLAP a a d m p » X G.... u! CALE. 1 - w NOTE. ONLY TO BE USED WHERE PON 20 ;_ c.� DING OF WATER ABOVE THE CATCH BASIN WILL w �.� � _ S LL NOT CAUSE TRAFFIC PROBLEMS c >Y AND '1[ N ... WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. H _C�p QE 0 a H W ; a _. MAINTENANCE .STANDARDS. W .,�w 1 i. ANY AC C7 d 90 CUMULATED SEDIMENT ON OR AROUND THE FILTER �•!•� L ER FABRIC PROTECTION SHALL a LL 6E REMOVED IMMEDIATELY. SEDIMENT �.., � + E SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT c ��,,ii C . ED MENT MUST BE DISPOSED OF W � AS FILL ON SITE OR HAULED OFF -SITE. ; �"� c ° STA. - 2 +40.0 15.21 LT. , - Z °, v EX. 2. REGULAR MAINTENANCE IS RI W „� m - SDCB (DRYWELL. (REMOVE) CRITICAL. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, t, - _ { CATCH BASIN PROTECTION WILL FAIL SUDDENLY L ' F' Q ao E - R!M -- 178.30, I.E. = 178.00 EX. 'CLEANOUT b DDE LY AND COMPLETELY IF NOT MAINTAINED PROPERLY: (4" PVC !N S., RO K DRAIN ?) REMOVE c a . c - .F'A . 5 &`?'SON og � a E N.T.S. REMOVE EX. 6 V P SS � �, ,; .. 0 20. ' RECORDS) u 9 Olt (FROM ' 1 q 896B, NO. t57 / i t• - t 73.36(44er A A.A. n f C' # '. ,�r,tr o 1-1 01 't T - 1 0 • } 40' I. -• 2d' > � 170 fir VARIES PER PLAN MIN, A.C. > , MIN. 20 DRIVE ,AISLE CURB & GUTTER ONLY i 2. LO WALK WEST 10 10 WHERE INDICATED IF � PVC � 1 fi.75% t 1, SIDE ONLY) WIDENING ONLY ON PLAN / v STA. 29, 2 OVERLAY WHERE INDICATED EXISTING GRADE LT. » SDCB NO. 16 ON PLAN c k N• VANED GRATE . r /'3.17 P VARIES o VARIES 2 SEE PLAN I.E. = 1144:8 -, 6' IN 70♦ yZ w I.E. 4;0..0 (12 OUT S ♦) I7o.6Z, S I I~ NO WIDENING WHERE EXISTING PVMT. WIDTH EX. PVMT: 160 Z SECTION 4° cOMPACTED EPTH p EXCEEDS RE UIRED CLASS "B P Q AS HALT CONCRETE 'STA. 0+12.00, 8,71' LT. BC) • `l � CPEp o�. U WIDTH (SEE PLAN) o EX. SSMH (135) �-1}A:� LF 1 1 iM��- #►iA: -�;-�$ (. 6 CRUSHED ROCK BASE i RIM = 138.63 SD .0 o / p�y`:•{,'F•C'• I.E. 132.53 (CT R'.) 0.2990 Z COMPACTED SUBGRADE as n STA. 01-30.17, 22.84 LT. F- EX. SD B 9 , g STEVENS A -- RIM 39.93 STA. 11.40 LT. .E TYPICAL R �YAY - SECTION _ / EX. SDCB (REMOVE) N.T.s. I.E. - 137.63. (12 IN N.) RIM dl�S So ` 150 L - 137. " IN _ » I.E. -- 12 OUT S. I.E. 137.38 (12" OUT I _ . /l 80 Al L C3��t %l -ITS 16 .7oS STA. 0 tom' LT. CHECKED FOR. COMPLIANCE s0C6 NO. 17 RECOMMENDED UNDEWRO TO CITY STANDARDS VANED GRATE = •!.(S" ,Y.� vrul' sac: Ar >aariaas>�oNSVRFac��a`ruR��.a, FOR APPROVAL K365.. NEW 12 f . ro MAY VARY. �- Doke � -27 -0 Ycor CONFIRM ar�LOC ON%>st. AMA DR BY IN N. & EX. 12 OUT S.) /18,90 S Nsy t�1HS,A�ttFAS -� ,. COMh�EiN�'S RRFL=- ,1 0 MATMIALS AM USED. DURING At�Y us>an ot:iR>a�c;< Date 3 . BY z CUNSTRUCTIUN, ACCURATii.X RE � � $ EXi'SiTNCi FIELD C(}NDTTt o EX. 8 WATE DBFE s MR:OR t3 MY Dl tCr sur>aRVistoly or1 rats Date 3 3v (" 140 aArE: BY r jAn EX, 6" VCP SS _ 19.7% (FROM RECORDS) _ _ { - v © AL -MORROW- P06LETE INC. _ Cc,�- l 726 AUBURN WAY ' A N. L,E ¢y `�, �` e H AUBURN, WASHINGTON �� ,`�, �,, PHONE: 98002 �, ONE. 253- 333 -2200, FAX 253 - 333 -2206 SCALE: 1" = 20' (H.), 1„ _ 5, (V -) ,�, �, o ,n , fi+ �, 28332 p Q',v 13 � cc> � ago °o i` �y� °-� �'F k �c`` r 130 nAi S ENGINEER SURVEYING _. 1 +00 r _ . Nq L LANG? PLANNING NNiNG � 2 00 � 3 00 f. �x��R�s p 1 Q, incarporoted EXPIRES 9 JAN 2006 M+ �1 - �►I - STAMP NOT VgUD UNLESS SIGNED be DATED � - 3t3I � p a._?� � ++ I uti a t�. k, x 4a z7 jfis . SECTION 3 , TOWNSHIP 21 N., RANGE 4 E•, W.M. d a w c� z O H t 0 w a SECTION 3, TOWNSHIP 21 N., RANGE 4 E., W.M. `. " rem. `":✓ ? °`"l .:.. .� !'�� `Et_ �r,, r �i ai ! 4" � OCT S STAMP NOT VAUD "MESS SIGNED & DATED i 210 i UALtY- MUHHOW- POBLETE, INC. 726 AURI1RN WAY 1\1 SECTION 3, TOWNSHIP 21 No RANGE 4 E., W.M. UMMROUM, IM 352 oN M Y V Q { P ad i t I t/ )` i t 1 : M {{ tit. ,P . t• ! i ! + [i( i ®' • °II' ! . P L 1 m is STAMP NOT VAL{0 UNLESS StGNEO b. DATER SECTION 3, TOWNSHIP 2,1 N., RANGE 4 EY, W.M. RECOMMENDED FOR APPROVAL BY BY BY F \ I CONFIRM S' • t USED � • ' Y 1 ' AND S CONSTRUCTION, ACCURATELY REFLECTS Wa CONDITIONS DETE DIRECT SUPERVISION l DATE Mr cq z cq W c� w r� O Z W LL H W Q O Q H O o W z EW4 W ►�-� � W W E-•+ a y its 4 .ia 7 E-4 pq w H CL m a �a� c G Q Z 9 cli h w L N i SECTION 3, TOWNSHIP 21 N., RANGE 4 E., W.M. a W4 SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A 2 21. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE PRE- - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON C CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR PLAN REVIEWER. C CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 S SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAIL. T THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS O ON --SITE EROSION HAS PASSED, THE IMPLEMENTATION, MAINTENANCE, ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS R REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL DEPARTMENT. S SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED 2 22. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON , ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC D , T WORKS DEPARTMENT, ANY DEVIATION FROM THE APPROVED PLANS WiLL A ANTICIPATED SiTE CONDITIONS. AS CONSTRUCTION PROGRESSES AND REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS U UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL. DEPARTMENT, SURFACE WATER UTILITY SECTION. A ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE P WiLL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE; WHENEVER CONSTRUCTION IS IN PROGRESS. O OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE 5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY B ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND T THE RECEIVING DRAINAGE SYSTEM. ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION EROSION FACILITIES MUST BE IN OPERATION PRIOR 2 23. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL AND THEY MUST BE O DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE R RETENTION FACILITIES. POTENTIAL FOR ON --SITE EROSION HAS PASSED. 24. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL 7. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN P PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET,: OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION T THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS C COVERED BY MULCH, SODDING OR PLASTIC COVERING. DEPARTMENT, SURFACE WATER UTILITY SECTION, 25. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND 'WHERE 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED N NO FURTHER WORK iS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL D DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, Z SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WiTH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE, 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9, BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE iN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SiDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLiNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CiTY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THiS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PiPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14, SANITARY SEWER PIPE SMALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. CHECKED FOR COMPLIANCE TO STANDARDS .�� Date 6" SEWER 45°(1/8) BENDS FOR ONE CONNECTION ON EACH SIDE. 8 "x 6" WYE- --/ 8" i 1-4" � SECTION B_ 8 "x 6" WYE 8" PVC OR D.I. SEWEF CEMENT CONCRETE CLASS 3000 ADJUSTING RINGS OR BLACKS AS REQUIRED. 24•. PRECAST CHAMBER R.C.P. OR PIPER ego a s• i Ob 48" POURED IN PLACE BASE NOTE: UTILIZATION OF THIS DETAIL REQUIRES WRITTEN APPROVAL OF THE WASTEWATER UTILITY. T ;EWER x (8" SIZE)TEE DUAL SERVICE VERTICAL CONNECTION ADOPTED CIIY OP RBNM SrAMARD PIANO IM DAM 8/97 DWG. NAME: BR39A SP PAGE:8080 24" x 6" FRAME AND LOCKING LID PER DRAWING BR29. NOTES- I. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY v STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS !- ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. z 4. ALL JOINTS SHALL BE GROUTED. 5. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING• COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE. 6. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 7. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSID DIAMETER OF THE LARGEST PIPE. 8. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR--N -SEAL BOOTS OR APPROVED EQUAL. SANITARY MANHOLE EXTRA SHALLOW TYPE C ADOPTED My or R8N1DN e STANUM PIANO LW VAT& 12/96 gy PR G. NAME: BR38 SP PAGE: 8073 24"x 6" FRAME AND UP PER DRAWING BR29. I. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY : 4" MIN. TO STEPS OR EQUAL. 12" MAX. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS •'' • v' `.. F'.s :, ;� J , .• • , ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST . t4. • 24" !' CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. •.'(' '� 6. ALL JOINTS SHALL BE GROUTED a ; 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR 12" p SURFACES, INCLUDING CHANNELING, COATED (SEALED) ' WITH A HIGH SOLIDS URETHANE COATING: WASSER MC- CONSEAL OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALT. BE IN CONFORMANCE WITH ASTM C -443. 4" '� 5q" �' 9 d 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSH ,1,T DIAMETER OF THE LARGEST PIPE. `+,•' 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK • m, a ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. i SANITARY SHALLOW MANHOLE TYPE B ADOPTED SOP Romm . o STANDARD PIANO IST DAT& 12/96 10/1 ? / `$DYiF,p! NOI'84 ! ACY AG S/8/95.; >BAfrEA N0784 ACV AO GATE REV; ION BY PR DWG. NAME: 8R37 SP PAGE: B072 RECOMMENDED FOR APPROVAL BY BY BY DAL -MORRO U- PCOBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 w PHONE: 253 - 333 -2200, FAX: 253- 333 -2206 ENGINEERING -SURVEYING s /ANA L � LAND PLANNING