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Home My WebLink AboutSWP2702884.27a- L,J O O U N W a_ I a_ LL: :2 J � O 00 M F- r (n W V) I - ; N LW (n W (n r� (ncl-IcoROADWAY & STORM DRAINAGE NOTES co W O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH = BASIN, OR STORM DRAIN MANHOLE. — THROE AVENUE 1� � � — — — — — 02 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM 'W 7 — — — — — — — — — — — — — — W DRAIN PIPE WITH FERNCO ADAPTER. W CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO -_� 3 - -- - - ---- NEW CATCH BASIN. — — _ D SD ABANDONED O4 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM o p �J T ® END OF EXISTING STORM DRAIN PIPE. VJ -� — ANDONED 12 D D Li'i ,. ,. D 4 D + O5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE ETHAFOAM D 55+00 PAD AS SEPARATION BETWEEN UTILITIES. D 54+00 -- - -- -- - - - tf� 0 D D - O6 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. 53+00 - - - - - -- _ -- lii + 00 - -- -- CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. - e - - I - -- -- _ - . - --- --- -- --- Q N -e- r - - - - - - - -- - 8 CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCA11ON OF EXISTING LO 10' ---- �- WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLA110N OF W - -- THE WATER LINE SHALL BE RELOCATED PER THE CITY THE CATCH BASIN, . - --- -'- - - SPECIFICA110NS ---W- �� ❑ T �- � CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING - v - — --_ ---�` - LANDSCAPING, BLOCK WALL, AND/OR ROCKERY. COORDINATE WITH W = PROPERTY OWNERS. _ �►' U Z CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL r W o Q CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. 04 = o 00 n j 9cd 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, Im 00 �' 9 00 VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP- 04 M M M o N o w I c � : `° , M M ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR Q u w �? Mj M co 0"'0 o TO COORDINATE. F- � C ~ ! ~ M w o � LU cn a N M 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. w d oo W SEE DETAIL SHEETS 24 & 27. zMW II �a n o LriLn a_N0 II v w _j v U ,� °' to � Ln > �-' 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN M N � W � c, �' `Y' II II II II II `n w THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND U n co II z Z 00 v �+� II w w w w U n cn a REPLACE DRIVEWAY IN KIND. `" F �' > N w � z v ``' ; � w � 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, cn � e: - - Qa x Q w _ x 1- - oI = - o N x F- W AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL w cn 1 o- 00 w �I 00 °° `' Y 00 CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, W AND/OR LANDSCAPING DURING CONSTRUCTION. 16 LiJ VACANT. un - - 395 395 17 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. �................................................................................................................ :.....................--------. ................ E ...............................................EXI STINL0...0R OU N D o OR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, z Q ELEVATION 18 PAVEMENT, AND/OR CURB. 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION / / / /\/\/. / / \ -\ \ \ \ \ \ \ \,\\,\\.\\�\\�\\�\\/\f\/\/\/� :.\ /\ ///.�1/i//////,/i,//i,//i//i•//i"//�//�/%//�� SECTION WITH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET 390 /_//////,27. ��-��.�... �..\�•f\� •\• \ \ \ \ �\�\\.�. ��.... .............. ........... ......... ................... ................... :............ ..:................. ..:................... :.......... ... 20 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR 385 255 L.F. - 24" CPEP STORM: PIPE S=0.005 385 CROSSWALK MARKINGS. 1...L.F.-.-..24.._CPEP.. STORM PIPE S�0.0030 - . . ..................... :.................. CURB RAMP ALTERNATE PER 22 - -- 0 _ ---- ........ ` _.... - - ---- - . - 22 CITY OFCRENTON STANDARD IHPLAN NO. TO 5.1 71 FURNISH AND INSTALL 4 INCHES COMPACTED DEPTH - -._LHALL H A - - CONTRACTOR S T T , 771 Er BARK MULCH. 380 ©4 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE 1RANSI110N 38 - ........ ............ :............. .......... .... - .. ........... _ _ . _-.................... ............... Ex cB�s KEPT IN SERVICE SEC11ON WITH CEMENT CONCRETE CURB ENDS . DUE TO CONFLICT WITH TELEMETRY CONDUIT ®5 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK EXIST. CB; STA. SEE MONROE AVE STREET IMPVMTS 1985, FILE # T-1964 PER CITY SPECIFICATIONS. EXIST. CB STA. 53+33, 21' RT 375 = = 53+33, 21' RT7 375 26 REMOVE SANITARY SIDE SEWER MANHOLE CB N0. 20 �_ ........... ........ ...............-_...........- - 27 LOCATION OF EXISTING DRAIN APPROXIMATE CONTRACTOR SHALL POTHOLE 10"W 7= TELEMETRY CONDUIT TO VERIFY LOCATION. 12" SSA 370 _ - - ........................ EXIST. 10" CONC. STORM PIPE 0 W c+�Oco o 2 M 111 00 CO) X") II w LIj J W W W U � M m + U ff� Ln X ; lull J85 S p-) :5 r7 u� + cn r,� Ln cn Q X 385: 370 22 1 S IPE — 10 28 LF — 12"CPEP� s.............. ........... - .. ....................................................................................... -- --------- I ................ y ................. \ _ 365 365 � a.054 N : 0-) 360 O: 0 O \ 52+00 53+00 Z Q U 00 J 00 0 r• M O ~ to to N r- W Z J M co 00 co 00 M M M N C) o_ rn �� ON � o c r7 O ��`� Z0_)_ 0-) (D-) CdT D+ I I II I I II I I W U+ I r� O ro W w W cn r7 00 00 co O 0_' Ln _J Z Ln J r,9 r9 W m~~ W W �CN�NN - v) Q X~ II 11 o +� QQ SwJo`37-20�ft - U�(n �NN� LL�(n � W W W - GOV 360 AS=BUILT 54+00 55+00 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 �► (O 0 o O o cV 00 LL, N Ld z (n O 2 v 0 z 00 W z CD 0 ? 00 Z z z J Q o D a_ z w� 00 W O -j a w Y O N Ln N II II m - - > cj 0 S _> o Q W > w z Y O 0-1 � Q Q w Q U Q� = D 0 (n 0 U Q U � 0- 00 0- a Q N O W O Q c1 0 > �__ DQ cn > Jw z cn o m m in Uo > Q Z Lv o' 00 w U o� o� Q� �z U U O � z N s0 m0 �0� �GION .yi Z Ld Q 3 x J xcn a J ZOx \ = W �1b1S Q�� J Q 0- v Q W 00 ZQrn �5_*- E 2 Lu O :2 d O M 0 rrn 0 00,7, ON W M 0 a- J W �Q� 3 x� x~< M o a x Z Z W W d �b1S JY� a w 0 ocro W z Z o • z �V ZO �W O H< OW i Z a a Ld oW � � Qg Z g U. i Q �0 O VI z Pcn Y W Z SHEET: 17 OF: 32 JOB NO.: 00716 DWG: PLAN14 ti •• SCANNtU OR L Z _* r"