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HomeMy WebLinkAboutSWP2702825.40 U s z m 0 a ti L< 1 4 Vl x ui IL a L w X z w I 1316 ABERDEEN I AVE NE I _� ► 1302 ABERDEEN AVE NE I 1232 ABERDEEN I i AVE NE I I , I Ln N 0 o 0 r- o � 0 00 w ( N � (13 z N44 n iJ A ) Z Z f..0 L Z Lil > Q c~n W > a w Qz ZLu z W ® � W W W 00 Q Lu Z I I I I I I I I l I I I I I I I t � I I � I I 1 2108 NE 12TH ST I I - I I z ` I �V) ' 1224 ABERDEEN AVE NE ' '� � I INSTALL ASPHALT BERM TO I I F.F. = 296.43 ; ' ' DIRECT DRAINAGE TO NEW CB I I i sIGN F.F. = 293.27 STOP" i i v� % TBM „A„ 'II I I CB O MON IN CASE / I I /LEAD & TACK RIM 294.09 8" CONC OUT TO S.W. 290.64 f A- w � dj• •�I� I I w�, . a �,. �, I RIM 285.48 J I I 1b t 8" PIPE IN FROM N 3' WOVEN WIRE FEPJ 8" PIPE OUT TO S. CENTER OF CHANNEL 274.25 t - � Ce \ �I U U l}P G P iiP. UGP P -" T - ti' ' I STREE SIGN Q�"�w P- T . " `� SIGN STOP' P EDG E A P F -s': ASPH, T c� W .a 3� , . a J • CD cma .y r' ifl Q�1 �11 N E. 4 --- _ _ �' -s- +- - - - - - - - c \ ►n c ------ - EDGE ASPH --------------- M W \ ,� ABERDEEN AVE. N.E. - - - ---� - �- W W W W -- W MH 11 o I % �QX. SS-8 P CB ,f2 ------------------------ ------------- --- -- -- ------ --- --- -- - - - - -- - G - - - - - - - -- Q CB I EDGE ASPF+. 7 G 2 0 ll.� - - - -1�� - - - - -SD- - - - -12. -- =.SD- - -� �12�-- - __ - _ - -= =1�..- - - _sp_-- - ��2 - - - _ - - _ - - ------ ---t---t ---------------------- - 12 - - -- - --- -------------2A - =- - - - -----------_ CB _....: G 2 D -12 - - - - - -Mg SIGN_ -12"-----SD-- N'~ , : N�----___i-- EDGE ASPH. ------- SIDE SEWFRJ AR 4' CY ON FEN I - ► /TYPICAL i BOARD FENCE I W W W G W Li 4 d • I G - IGN EXISTING 16' DI WATER w iw CB #7055 (OLD BRICK) F v I ulz ► RIM 294.77 I �,� SIGN - i I j SDMH #7063 (OLD BRICK TYP II) SPEED 4" CONC IN FROM S.W. 291.99 I Ok- � I � RIM 283.86 I m I j 8" CONC IN FROM N.E_ 289.90 l Elf i r 12" CONC IN FROM N. 280.40 W rn 12" CONC IN FROM N. 290.43 ! I o� i 12" CONC OUT TO S. 280.20 12" CONC OUT TO & 290.38 I w r 4 ( BOTTOM STRUCTURE 289.87 I i a I w� �- 1209 ABERDEEN IC) r i AVE NE I I I I ' 1317 ABERDEEN I AVE NE 1233 ABERDEEN AVE NE r �M I 1309 ABERDEEN �° / F.F. = 296.96 ` AVE NE ► 1301 ABERDEEN AVE NE ( F.F. = 295.87 QI F.F- = 297.40 ' o F.F. = 296.00 25 1.6X _ f.5 LF OF 12" CPEP ©-;:-94- I ' (o 2022 NE 12TH ST ! � I � 0 (BETWEEN CB #3 AND CB #3B) I ' 13+25, 1.10, RT 13+25 a ' CB 3B STA. RT �I I CB 3A STA. i3t , 26' L T 'o I NEW 48" CB TYPE-ll WITH i z _ VANED GRATE NEW 48 CB TYPE-1 WITH z o RIM = ""�1-_T- 294.94 VANED GRATE = z Z o „ __ noc no 286.4 RIM = L29-0.-rr 294.74 -2.0�' 10+51 X I U' o E 8 lE 12 W r lE 12" E = z`296-�� 290.00 4 LF OF 12" CPEP ©-i-833� CB #2 STA. 15' L T Lf)z REMO VE EX. CB „ Q EXISTING CB STA 13+42.62, 24.03 LT lE 4 SW = :F9�-� (RECONNECT YARD DRAIN) 2&OX BETWEEN CB #2 AND CB #2A NEW 48 CB TYPE-ll WITH RIM=294.77 290.80 7 LF OF 12" CPEP ©-a--64 SOLID ROUND L O88.95 KING LID 35 7.43X IE 12" N = 290.43 ' n�c� w r IE 12" S = 290.4 CB 3 STA. 13+25, 15, LT (BETWEEN CB #3 AND CB #3A) RIM T IE 8" NE - 289.3 0 LT CB 2A STA. 10+50, 22 L T lE 12 N = :�81. iI94 28Z 10 #- LF OF 12 CPEP @ -h. 99 BETWEEN CB 2 AND CB 2B NEW 48" CB TYPE-ll WITH NEW CB TYPE-1 WITH - # # oLn IE 4" sw = 291.99 SOLID ROUND LOCKING LID VANED GRATE 12�lE 12" E _ 3- , lE 12" W = z4-�fr-281.90 CB 2B STA. 10+41, 23 RT , U) RIM = -5 29� 17 RIM = �- 288.64 2 1. NEW 48" CB TYPE-!l WITH CB 1 STA. 9+83.07 25.17 L T Q Q REMOVE EX. CB /E 12" N = �-�?3 286.0 /E 12" E =z�y- VANED GRATE REMOVE EXISTING CB AND REPLACE Q = _ EXISTING CB STA 13+79.13, 14.64 RT 28200 RIM = 29 4. 09 /E 12" S = 285. 9 1E' 12' S = 282. 00 RIM = 287. 73 WITH NEW 48" CB TYPE-11 WITH El e� e� 6_j IE 8" SW - 290,64 /E 12" E = z286..86. 286.0 N o lE 12" W z�96-8-� 288 0 /E 12" W = 284.50 RlMSOLID 283.86 OUND LOCKING LID lE 12" N = :209 1 280.50 Of 4+ 00 PLUG ABANDON 1 3+ 00 12+ 00 11 + 00 10+ 00 /E 12" S = - 280.30 U $TOfZM , PIPS �IVD 0 o Q :.........:.........: :.........:.........:......... WITH CONCRETE :................:.........:.........:...........................:....................................e..................:...... ..................:....:.........;.........:.........:.... EXISTING CB TYPE II STA 9+83.07, 25.17 LT o w : ° al RIM=283.86 ° •° o � IE 12" N = 280.40 2 �I : :a 6 L : : : J ° : : : ° : : ° o : : : : IE 12" S = 280.20 co Y. Y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 . . . . . . . •� . . . . . . . . J ° . . . . J . . . . . . . . . . . . . ° . . . . . . . . . . . . . . ° ° . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. �. . I I ° a o x� X g A. L J a J o o IS LL' LLI-• _ - - - _ - - - - - - .(: - .- -�-• _ _ _ _ _ _ _ . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S-. Y . Y .... . 'A•BA'NDON EX. 1.2 CONC.•STORM' --- ---___ -- -_-- - e ° :289 .1.18x L J: : ABANDON - - - _ _ - - - - - NEW 16' WATER MAIN 299-L.F. OF 72" CPEP 0 4'89L EX. 12' CONC. STOF , _ -- - - -- - -- - - - _ - -- - -_ - -- Or zz �. �. U....:... , . �.1..� :........ : 270 L.F. ; OF 12:' CPEP. 0 --61,�:.........:.........:.........:.........:.........:............. -- - - - - - .... , :..... , , ..:... . -17 .. .. . ..... ,�.�: o La 1.41X` . -63•;L: F OF 12 rPEP 0 -1-8�£- . o : 66 : 2.36X: I I z (/� 421.39 �.F. OF 8 C900 PVC 0 - PLUG ABAAIDON STORM . o 1.77aC -_ = -_ -_ PIPE ENDS 'WITH CONCRETE 2 (� : : : 12' ; : : ; : : : ; : : : : : : : : : : : EX. 8" PVC SEWER + Q 2.7.U. MH 1 STA.;14+20,'LT:.........:.........:.........:.........:.:..................:.........:....7.0:....' o............: .................. NEW' 48''MH......................................................................................... ..... ..... ..2. Lo :RIM = 295.5E 295.61 IE 8" S = :�80-5e 28140 Q - AS-BUIL T EXISTFNG SSMH STA 9+94.61 10,41• LT - J_ <_o lE 8 N = �• 281.60 I 2 2.6.0 ::::: RIM=285.48IE 8"•S �- 274.15 ....:.........:.........:.........:.........:.........:. A S . CONSTR.UC. TED.. INF.ORMA TION . PR.O VIDED..F. EBRU. AR Y . 200J. ,, w BY PENHALLEG01V ASSOCIATES CONSUL RNG ENGINEERS, INC. SCALE _ H: riz. 1" _ :20' Vert. 1" = 10' SIDE SEWERS ARE SHOWN IN THEIR AS -'BOIL T LOCA TONS =1-12812 V / 1 3 .y