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HomeMy WebLinkAboutSWP2702884.22O W W _ Q0 > r- Un + c N U Q X � w (n EX 12" KEPT �N RV®C M F ry O w Q U Q > W F- cn � - Q0 Q _ 7 Ems+ o o� W LLJ (n 0- W C U z J - <cv Ln o� o Ln j O Ln Q + N w (n Q > II X W U) 0- T_ N O� O 0!00 to M N M N �- M M M N LO w ;000Lo N N I� h NO N 00 m + II II II II U r�) W W W W W2icn W cn F N N N 'VA TF RF4o ,4MA//N O M � ui O M CO) M M J W W � LO + II w — o J Z LiJ (n m H N U V) CONTRACTOR TO USE CAUTION DURING EXCAVATION OVER WATER 'FAIN EX 12" CC STORM KEPT IN SERVICE REST / t 7TO 5T f _ wq TF to,, M_D/N r co o LO M M M J W N + II w 0 — O `n w cn z m F N U (n Of 12 C N VO r C 36 O} • • • • 4• m � 1 / �� _ 35+0 _ �' ss3 to ROADWAY & STORM DRAINAGE NOTES _ / -- 12" CC - �- 25 D S 12 s O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH VC — W - - - 5 8 12" P — _ --r 7- g � = 5 �� g� BASIN, OR STORM DRAIN MANHOLE. -- STIP -- CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM Lij Sg 34 5 _�o — _-- `; p S 33 00 Y S Q'� _ V CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO DRAIN PIPE WITH FERNCO ADAPTER O-- - ---- - - 13 18 + 12 P 12 S - _ - SS 34+26 — — N - 12" PVC 5 l __ —� o o ` NEW CATCH BASIN. 7 4 #3029 ?\ ` �` O CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM M 12 ��" SUP - - - - - END OF EXISTING STORM DRAIN PIPE. SS 32+08 SS 32+34 4 _ - - 18 15% 4 �► a 6- S _ i P T -- G - — ass 3s+02 SS 33+28 --- _L - 9 �J, 13 ,18 a BELOW sSS LOWERED O5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" D D -- -- -- _ . 0 1 i 17 � a �q � � J � PAD AS SEPARATION BETWEEN UTILITIES � � �CONTRACTOR SHALL REM AND WASTEHAUL EXISTING STORM DRAIN PIPE. W -- SewE `3OZ5 Q 2 �7 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. Z 13 18 \ qgq R Mq/Nj4em - - �. 18 P� 9 NDokeD SS �_Q S1 O f �8 CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING 310 E�oW s WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF P� 9 13 7 13 ,. 15 �`P � 44vFtEO 6 W � THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY 15 u 3Q�9 ? gs `o gS SPECIFICATIONS. � 9 %3 ? gp�ED D #s `OWEREO BE N �, ( O9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING 00 00 00Q� o ?. Fo RIB S ST N BLOCK WALL, AND/OR ROCKERY. COORDINATE WITH Q ? a #Z9 EREo N 0 1 1 th W "' #`OWEREO R ROWACCE4 t APpR�gC gE�OW N o 1 PROPERTY OWNERS. g Z Sg `OVA ST o co W U) -0- OW SS �� WipE h N _ �o r� «o � N CJ O Oyd gEL �n z 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, e�gO a gEL + fl 3 y + + � + (" n 1 N N + AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL N N N O O r7 � cn ,� � � � � � EREa Q W N o o L-Li o CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. Ss l'ol, S� � Q n Q � 11 u � ui m z Q z Q x Q ( Q 11 l z Q 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, gEL XF- wW m F m V) x t- X� �ww m LLJ (" - - , (n U V' W n " cn VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP- ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR TO COORDINATE. 43 L.F. - 12" CPEP CB-45 ',I CB-46 EXIST. CP STA. 32 LF: - 12" I CPEP STORM PIPE S-0. : 0.0194 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. STORM PIPE S=1) 0� 0.0433 33+38, 52' LT — CB=43 SEE DETAIL SHEETS 24 & 27. 8, �:' WATER ECHANGE= a 8"WATEI -�: CB=44 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN 345 330 6" ExISTI 330 340 345 THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND -...- ..............:.............. GAS ................... ....................................................................................... .... .............=--....... ........... ................ ................. CB-47 CgAN= I 6 G C GE IE „ C P AS = J 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, 32 L.F. - 12 b w AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL STORM PIPE S=II.t)29 8 LLJJ w �. \\\/\//,/j CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. 340 DEFLECt 12" CPEP PIPE 10.190� : \/ 340 6"GAS r 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT SIGN WALL,FENCE, UNDER :GAS IF NEEDED �\ LANDSCAPING DURING CONSTRUCTION VACANT. �: / /�/�\\r�\ ��\ 17 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. w w ' / // O 335 Q W / %\/�\,�\\��/� _ 037 335 - ----...............................................:.......................................................................................................................... EXISTING GROUND CPEP STORM -PIPE. 5...0..... 18 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, �/ ELEV, DTI ON .\r \��\ ��`//%/r\ : 150 �: F_ -- 2 -�� PAVEMENT, AND/OR CURB. SECTION WITH CEMENT CONCRETE CURB END SECTIONS SEE DETAIL SHEET 0 37 _ 330 / / 330 s - 27. \ � E I- - SS LOWERED \ P ..................... !��/�,/� ........---....I.....................................;f...P.EP T ..............-.....................................= � �,:TOPEL333:8T _ CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. g5 �'F' Y SEWER 20 VE T GN \ �\ L- -PVC - 21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR Sp,NIT.AR ss LOWERED 148 L.F. - 24- CPEP CROSSWALK MARKINGS. 325 _0.03g _ _------ _ s T EL 329.94 _ STORM PI S-0.024 URB RAMP ALTERNATE PER _ TOP PE 325 22 CONTRACTOR SHALL FURNISH AND INSTALL C ' M PIPES - - - S-VOR .......................... ....... ...........:............ :................. ^.................. SS.LOWERED.................................................................................................. ........ _ 24 CPEP p CITY OF RENTON STANDARD PLAN N0. 005.1 206 L F' . _-- 6 TOP 327.90 SS LOWERED INCHES COMPACTED DEPTH �, L - - _ - - 23 CONTRACTOR SHALL FURNISH AND INSTALL 4- ---- = 6 TOP 32s.98 BARK MULCH ---- SS LOWERED EL Y S DER --- - 6" TOP EL 324.98 320 0 : PVC SANITAR 320 © CONCRETE TRANSITION 4 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT 2jr ...... - 1.7.. . ........SS LOWERED........ .... _...._...... SECTION WITH CEMENT CONCRETE CURB END SECTIONS. - - : s" TOP EL 322.98 : �—EXISTING AROUND @ 25 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK SS LOWERED OF 7TH S E N E O R E . PER CITY SPECIFICATIONS. SS LOWERED 6" TOP EL 321.02 / FINISHED GRADE 26 REMOVE SANITARY SIDE SEWER MANHOLE 6" TOP EL 319.62 FLOWUNE RIGHT 315 ............... ......................................... ..... _........:................ ...:........ .......... . ..... _ ............. ........................... . _ _ ...... ..........................LOCATION OF EXISTING DRAIN APPROXIMATE CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION. I N N N � M M � M � M n M �M M �M �:M �M M Pn 310 32+00 5, WA p.28$G w3: U O a N N o I 1 O O 0-) 11 N CN J r1) n W :5 11 11 33+00 Q 0 00 N � W + O � Z m U (n w Ln 'q 11 (0 r Sri Ln ,i M M CM M cn Oo ED Ln o Ln II LIj L'i L�Lj w W 3: z Z 0' N N 34+00 Q 0 00 N �- Lw to - N Ln + O r7 Z m U (n M N 0) a? 00 L0 00 00 co')cNo) M CV) 04 Lri O O _ N IM II 11 II II w J W W WZ(n �Z I; N N Liji\=, 35+00 A = (_p Ln un + cf) Lf) (n Q X F w (n W _Q U O 00 > > N ~ 00 N W - 0_ Ln 0 1 N-) N F- _ N 0-) o II LO J ro W Z II II Q m� D_ W W U (n CM M cl p CO ui O M M M M M M M 00 OoLnLn LLJ II II II J W W Z (n Z N 0' N N 310 36+00 AS=BUILT AS -BUILT SURVEY STAMPED BY ORIGINAL SIGNATURES ON DESIGN PLANS DENNIS J. PIERCE, PLS# 33147 ON 2/14/02 NOTE- Plans Redrawn, Items Removed For Clarity by City. See Constr. Plans for Original Design By: Gary Sohknek Date: 8/30/01 By: Rondd Straka Date: 8/30/01 By, Sob Mahn Date: 8/30/01 By: Date: 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY O Alw `O W 00O O O f V) N Q:� uj N LLJ z can o z 0_ 0 W zz o w� CD rn z z z J Qo z w O O w O J t-- a w � N O O_ Y C11 N 11 m >: o _> o w Q w > Lei Z Y O LLJ Q Q U _ 0 (n C U Q 0 a_ 0_ OOO Q O Q p LLJ � o(D Q N 0wz >O cn Q� F- mD< V) > U �_ ft� O (n ~mM z O FA zQ O zo w Fn 0 > W U W�� m m o' Q� r � ~�z U U 0 N O m0,_ \ WN �G� ON tii a z FOw 3 x V) a ZOx t�� = O � w p Q w 00 w OMa O M 0 5-! m�� ION O00Z�- LLJ 2 z M O i0 :2 F J w xw VyJ� Q_ V 3 x ¢ (nZx z U O x- �v Q w w J Y e r a 00 p, QY00 00 Zw of0w O(ra Z o Z • Z z iW OQ ! Q WO 7 C + Q 1% a J M - W ZW o0 ce Oa1%o Q O L6 O o Z Z M Q Z ) _O J H �� O U z �H ti U) Y W Z SHEET: 11 OF: 32 JOB NO.: 00716 DWG: PLAN9 t4rK G 2 .,e