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HomeMy WebLinkAboutSWP2702884.247 ti � w c Lw _.1 cow 00 M ( STORM MAIN O O i 43+00 i 12_ W - - 9 (1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH 3 10' ---�� BASIN, OR STORM DRAIN MANHOLE. 18 4 3 / / 5 O2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM 112 pVC o ✓ GG S° S 8„CC 00 - W _ 12 CC DRAIN PIPE WITH FERNCO ADAPTER. s ' LLJ _ / 4 �- w _ 1 C _ CC / Q ~ 3O CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO _ ----- G -- - - - - — G 6 " S Tip P C� 12" PVC Q� 12" _ - 20 44 NEW CATCH BASIN. C 2" s VC S C—�____; S�DEyVgLK 0 = O4 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM ENDED - - AT PARKING LOT 4 7 END OF EXISTING STORM DRAIN PIPE. - i W �' 8" O5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" G S LLI PAD AS SEPARATION BETWEEN UTILITIES. E E W 61, 81, 6 STIp S 12" VC (� �6 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. 6 C O7 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. C O8 CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING N WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF z I THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY u U SPECIFICATIONS. CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING LANDSCAPING, BLOCK WALL, AND/OR ROCKERY. COORDINATE WITH N I Ln z N PROPERTY OWNERS. C-0 00 � _ 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, Q0 00 Lu+ m + O U o C0 U) O O u U-)+ Z � + � + c + cn AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL (n Ln cn � CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. w� W u~ < u� < II n Q m < II (n < cn < 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, x X w X a w X ~ X / VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP- w (n w (n � w cn (n � — — w (n w (n � ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR TO COORDINATE. /qan don c d 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. : SEE DETAIL SHEETS 24 & 27. °O w SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN 385 / /////�\' \ 385 THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND ........................................................... - --...................................... .. ... ............. ................................................. 24 CP 24" CPE \ REPLACE DRIVEWAY IN KIND. S� O F 0 067P STORM S1 0 L�3.Z Q.036 P STORM: \\\ \ 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, FINISHED GRADE //, f AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL FLOWL.INE LEFT/� CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. 380 \ 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, 380 �AND/OR LANDSCAPING DURING CONSTRUCTION. VACANT. CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. 375 - - - 375 -- - EXISTINELEVAT1G„ GROU:N.................:...................:...................:......... :.. ��.. . - CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, - / 18 WA / /\\ 24" CP PAVEMENT, AND/OR CURB. \/ '/\\/\ — STORM _ 143 LF 24" :CPEP STORM S 0 026 23 :LF S=o.� 0.077 /�/j,�� O��Q __ 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION \\SECTION WITH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET 370 \/��//�' : 370 27. .....:..............:...................:................ .\�........................................ \/\`/ .......S�OR .......r ©0 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. /\ 12 \/ �� EX CC A�I TARY SE 21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR 143 LF 24„ : CPEP STORM \!/� `/ _ E X. 12' _ CROSSWALK MARKINGS. 365 S-o.b-7� 0.077 \ : : : 365 22 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP ALTERNATE' PER .... ...............................................................\.......................... ........... ...................... .......................... /. \ :.............. ............................. :.. CITY OF RENTON STANDARD PLAN NO. 005.1 0 L ss LOWERED : 23 CONTRACTOR SHALL FURNISH AND INSTALL 4-INCHES COMPACTED DEPTH BARK MULCH. \ 6„ TOP EL 364.01: 360 ' — -_-_-_ 2360 ©4 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION /\/�� — -= - _--- -- = - --.................................................................................. ................:........................ ......................................................... =............ SECTION WITH CEMENT CONCRETE CURB END SECTIONS. SEC 0 NORM 12" R ° 'ITARY SEWER ©5 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK 355 .............. G......-:......... P J v 1z ssu BELC o: SS �DAY: CARE 350 CONNECTED TO 12" S MAIN Ex. Ex. 12" PVC PER CITY SPECIFICATIONS. SANITARY SEWER 26 REMOVE SANITARY SIDE SEWER MANHOLE 355 :............. :............... _ . N APPROXIMATE. CONTRACTOR SHALL POTHOLE ERED - : : 7 LOCATION OF EXISTING DRAT PPROX STORM : : : : TO VERIFY LOCATION. EX. 12" PVC c�: SANITARY °D: SEWER N: 00: 00 40+00 41+00 42+00 43+00 n - T- CO ao LLI z z n ti 07 N N - 9 M CO Woo O M M w W 00 N't It ti 00 O t0 — U U � O Oj CDU U U U z U z O O M - C W >> U U O 0 In >> >> u > U U �� ti r- ti r- �� O ti ti ti a- U U U N M M M Z > U a- U U v U N J M M M M N J M M M M F- - J O O O p O 0 p O N N N N W N N N N N= Na N= N W- 00 W- In N N U J M cc, > N r7 r7 -- Ln � m W -j r-7 J O 0 ;» cc CO r` O U Ln O O > ON N � � cn N Q0 F- O r7 Ln I N Q0 cy- 00 � cn C6 r j O r� CO �p CO _ N CO I� _ � m F_ CD I� _ 00 00 r7 Ln II ��� LnLn � II z � � _ � z � o Ln o raj � � N rn cfl I� rn � r7 rn CO rn >QD N-) F_ �o n ,� II II II >00 �N �� N� �co ���F- 0-) 00 II II w II II w (n M + W W w + 00 ca cn O O O- m+ � + W W- 1+ W W - + + II N o II — — II + II + N II — N II — (n O Ln Ln U O CO Ln Q0 - J U) O Ln Ln (n CO CO U c0 CO CO c0 U N I-- r- F O J Z � J Z rnr7 nrnr7 W W'S � _jrnrn r)rn -t ern 7rnn � r7r7 n wW w w z � w w w z _ U z w w v (nQ II (nQ II m�� �� �Q II Q II II Q _ II II II U) mom-'t U MF - X� X� U(nD'NN00 X� X� X� Z X� U(!)�NN't Utna'NN00 � cn n, LLJ W W (n � l _' 1 1 W w U) 1 w w w� o w w w� a, w w w w w w w LLJ 44+00 < IV v < U u 00 00 O ! z _ J CO coo coap -2 U p U v_j N p Li W VO2 N Lil JO \MM Ln nrn II II 0 0-) Nz K) II w W 0 w n O S W U+ 00� w N-) _ W z< m U) Q - II m — W W Ucn or_N N u w U�, 350 AS=BUILT AS -BUILT SURVEY STAMPED BY DENNIS J. PIERCE, PLS# 33147 ON 2/14/02 NOTE- Plans Redrawn, Items Removed For Clarity by City. See Constr. Plans for Original Design ORIGINAL SIGNATURES ON DESIGN PLANS RECOMMENDED FOR APPROVAL By: Gary Schimek Date: 8/30/01 By: Ronald Staka 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 O p co co 0 0 o N co Fj N w (n O z N U' FF-- Z 0p 0 ry� Liz o 0) CD z z z > F-F- J Q c� x < Z x � O o U Lei O J I� ~ W LW !"1 cn 0 o Y 0 N U) a -� >: c6 o 3 _> LLJ < o > �j z Y O a_ IW- Q Q w < U 0' S 0- o cn o U < w 0o w < N O W 0 1 I- < W Cp o z �cn >o �F- �< (n > F__ pv� J Ld z cf 0 mm 95 co w < z <r 0 O W U o� oof <I- �U) z U U O � z N O m0� Ld 0 N �G(ON a Z �i cL HOw v) Q N 3 . _ J x cn Q Q J d ZOx =w ��b1S CL<� _j 0000 Lu Z 0 M a_ o� }mom m�� �00�7, a z "0 ON 1i am O O y Hew J 3 x a V) N x ) x - � z z W W J Y a-Y V' lS 00 z Z W M �LoZ#Z FrOw o0�CL W z Z o �0 R(A a' �OW �j Z jra. oW a 08 Z O is _ D N �` C U==O CD nU) Y z SHEET: 13 OF: 32 JOB NO.: 00716 DWG: PLAN11 z m f*VP -207-201NO