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HomeMy WebLinkAboutSWP2702884.17C S,1ORM KP cc Inv W z w ' F U �F_ J J _ _ LLJ Q0Q0 I N w J N z 0 I � CO Q N F_00 L'i d m + � + < r�) II r s_ I 00 + JN C) U) Q v_Q w 11 I m zQ X X F_ U I m H w cn w cn � w UPI I 1 I I �� c (L0 ltr4 l to _NE 7TH STREET W - Jcn W D - 12" CC D o O T� -�_T_ O I 0 W 6„ � f r SS 12+19 13+ 0 cn SS 12+98 -- S C--__-__- --- 6 „ STIP --- 17 �O 04 SW CORNER OF NE 7TH ST & DAYTON AVE NE POINT OFFSET ELEV. DESCRIPTION (FOC) BEGIN R= 25.00 PC 13+05.44 16.00' RT 278.90 L= 81 ` 42'17" 1 /2 A 13+21.79 22.09' RT 279.00 L= 35.65 PT 13+30.18 37.39' RT 278.95 CENTER: END 13+31.62 47.29' RT 278.83 13+05.44, 41,00' RT cn cn cn X w 0 Q U) zl WI Q I L0 z �r01 N N o K) a z 0 m U (n rM �c M I w u u 20' 10' 0 20' 40' I w J u Ln Q0 w J u 0 Qo W SE CORNER OF NE 7TH ST & DAYTON AVE NE z z _ 00 1 N I � oLJ ;n POINT OFFSET ELEV. DESCRIPTION Q N It w `n `� (FOC) _j N Q 11 ob _j N 9(6 BEGIN 13+57.42 49.55' RT 278.71 R= 25.00 _ cn Q I w II u~ , w II + J w PC 13+56.70 44.60' RT 278.78 A= 98' 17'01" w X F- cn - w oo w 1 /2 0 13+62.53 24.65' RT 279.62 L= 42.88 I _ w co Q N PT 13+81.44 16.00' RT 280.46 CENTER: U cn C SJORM N END 13+81.44, 41.00' RT KE2" S�Rv%CE l J !' 4 lu ROADWAY & STORM DRAINAGE NOTES - - I NE 7TSTREET1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET CATCH H, - T -O - D Q - - - -- W BASIN, OR STORM DRAIN MANHOLE. ED 12" _ o y O2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM W 6 0 11- ° - DRAIN PIPE WITH FERNCO ADAPTER. -r - - p° ° U) _T _ a W SS 13+70 5 W 0 O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO _rT� At Storm CL� 14+00 - 8 W W NEW CATCH BASIN. 8„ _ 1 12 _ - O4 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM 5 - - e SS 14+58 I15+00 W-------- O END OF EXISTING STORM DRAIN PIPE. g 4 - ASS 15+26 16 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" -- 6 STIP 12 --- -- - _ SS 15+87� PAD AS SEPARATION BETWEEN UTILITIES. 0 G -_--- 12 12 9 r"' O CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. C G _ STIP ■ ------ - a O7 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. y O8 CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF 2 6" . 18 - I 'r a = - - ° I a W THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY - - - Z SPECIFICATIONS. 20 �� 9 13 °� 18 9 17 I113 18 I� Og CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING 18 13 15 = LANDSCAPING, BLOCK WALL, AND/OR ROCKERY. COORDINATE WITH '4 11, 00 (0 O �Q PROPERTY OWNERS. z `" 0 1 O� �Q- 10 CONTRACTOR SHALL NEAT UNE SAWCUT EXISTING SIDEWALK AND/OR CURB, 19 I 00 W 00 �t O� g� AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL Q � o ao w co Q�' 00 � 5e- 0� CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. I N I � I1 N 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, z0 Q u Q � 11 VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP- cn w ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR TO COORDINATE. 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAIL SHEETS 24 & 27. w 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCA11ON TO BE MARKED IN 26 LF - 12" DI 54: LF - 12' CPEP z THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND :STORM PIPE S= 0.046 STORM PIPE S= LLJ 33: LF - 12 OPEP 0.002 Q STORM PIPE REPLACE DRIVEWAY IN KIND. - 290 6" WATER z S=0.062 290 14 CONTRACTOR SHALL NEAT UNE SAWCUT EXISTING SIDEWALK AND/OR CURB, I CB-84 CB-83 CB-80 + _. _..... CB-80 ..........:...............: CB-81...........................:...................:....................................:.. :................. _... AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL ..................................................................... 0.1. ....... CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. 0 6" :GAS EXISTING GROUND 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, ELEVATION : : \ AND/OR LANDSCAPING DURING CONSTRUCTION. CHANGE 1 Z" STORM \�i���,�\\,�\///�//�./i 285 275 :6" 275 / / 285 O VACANT. .................................................,................................s.TORM....................................................:............................................ ... ,,................. ....................:............................................ .. /y�//�/� CAN 0 16 CB 83, TYPE 2, 48 DIA: 6 6 GAS L8 W / � STA.13+18, 37'LT N,ATER TOP EL 277.60 / \/,\//,//\/ CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. o BDT EL 276.65 \/�\�\ / FRAME AND GRATE L12" SEW \//�//,//�,!�/18 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, RIM EL = 79. 279.09 \�\\ : __------- \ , _ - . PAVEMENT AND/OR CURB. \ - - _ / 280 12 S IE = ^76,."j 272.92 : i=0.0256 - _ - 280 �.27s:a9 ......... e\����,� ....�� ...................................................... :.................. 12 IE /.. /..//�/i\�%� ........ ....IP _ O 24„ C RM P E SEE DETAIL SHEET e 110N WITH CEMENT CONCRETE CURB END SECTIONS.D PEP ST0 223 LF Yam- - 27. SEWER 20 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. 275 -{�- E 12": PVC SANITARY 275 :. :.............. 21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR ...................:...................:...................:......................... ... _ CROSSWALK MARKINGS .... ... :. PIPE S=0 O - SS LOWERED PEP STORM -._ -- - BELOW STORM URB RAMP ALTERNATE PER CITY OF RENTON STANDARD PLAN NO 0051 187 L---- - �T 22 CONTRACTOR SHALL FURNISH AND INSTALL• C 270 270 23 CONTRACTOR SHALL FURNISH AND INSTALL 4-INCHES COMPACTED DEPTH _.......:...................:..................:...................:.................:.................:.... ................. ....................................:......................_...........:...................:...................:...__ ... - ..:.......BARK MULCH. ...... ...................................................._ .. . .......... ...... ST DEFLECTED ABOVE SS -- SANITARY SEWER CB 80 ©4 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION ST DEFLEETE PVC CB 82 ABOVE SS CHANGE N IE : SS SECTION WITH CEMENT CONCRETE CURB END SECTIONS. 265 - SS LOWERED CHANGE N IE SS TOP EL 2 3.82 6" P:VC. 25 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK SS measure at EL. LINK. 265 O PER CITY SPECIFICATIONS. ............................. ............... ...._..... ...... _ .......: ................. B.E.LOW...........,........................................................................................................... SS LOWER:ED... Tee EL 273.8 ? 26 REMOVE SANITARY SIDE SEWER MANHOLE BELOW STORM : / EXISTING GROUND @ � 59 LF - 24" APE OF 7TH STREET N.E. STORM PIPE S-C1 0.023 FINISHED GRADE 2© LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION. 260 N): Nn kp co^ 0). eD o p c N : pi n kQ � co :00 co oD 00:00 CO 00 co: k4 N N N:N N N:N N N N:N N N N: 255 12+00 13+00 14+00 w 3: L CB-82 TYPE 2, 48"DIA CB-80 TYPE 2, 48"DIA z ROUND, SOLID LID, LOCKING STA. 13+86, 15' RT > > u STA. 13+27, 15' RT RIM EL = 25 280.54 > RIM EL = .31 279.39 24" E IE = 72. 274. 274.32 24" E IE = 7 . 272. 272.74 24" W IE = 2 25 .25 274.25 1 I 1 24" W IE = 2 00 .90 272.74 12" N IE = 5.0 4. 274.74 N 12" N IE = 76. 2. 272.79 Ln 0 N Q0 Lf) ul + 11 00 � W N N N U) Q II II II x- w w w wcn'rr- 15+00 255 16+00 AS -BUILT AS -BUILT SURVEY STAMPED BY DENNIS J. PIERCE, PLS# 33147 nN 7/1d/n7 ORIGINAL SIGNATURES ON DESIGN PLANS NOTE- Plans Redrawn, Items Removed For Clarity by City. See Constr. Plans for Original Design RECOMMENDED FOR APPROVAL By: Gary Schirnek Date: 8/30/01 By: Ronald Straka Date: 8/30/01 By. Bob Mahn Date: 8/30/01 By: Date: 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 0 O O O cn CV co Q� H N zoo CN C 5 f- . ryry�� z af rn W zo 0 00 Wrn z zz Jmo Q O z X 00 w O J Q w V) o �1n Y a N II II m g } 0 5 _> o Q w z Y O Q Q w a_ Q U Q' 2 a_ 0 cn 0 U Q 0 0 0 0 0 Q 0 0a0 w N � O Q 0 o -�cn 1 cn > 0 cn m D < M U � j O O J w O ~ Qom vn_-�o cn w z�Q O N 0 w U c_w~ > Q00 Q_ �Q� r U ~ Fez U U U O N � z N 50 mm� w0� -,ON � LLI c XW V)Q� - 3 X V% x z O X � = L1.) J Q ��U CL v 00 Qwm zap � � U 0Ma O M }moo LLj ON � 0 LLI X Q it - 3 N x r x�' zNi?Wa �� O U J Y � CID v S QY� LO z w M c,�z"t 0Ofa LLI 0 W Z z iW OQ c=i� WO + H 0 ce Z 11460 W � zW 0a O� CLo °N U.Z Z O z� a� �■ a 0 QO I-. F Z ~ d a Vo =� zr Y W z SHEET: 6 OF: 32 JOB NO.: 00716 DWG: PLAN4