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HomeMy WebLinkAboutD-288405I 6 "CC W' c 4 CC q X', U 3 °- U (;J I rn cf i J w J •--I U J a M ,rj aW N 'p e I 00 N N Nri I{O + M :I n� 0 W nl.y nQ w in W W (TI I- + II 7 I of CENTER: a/ J 15.36' RT ! ¢Iw fnZ m r °r° •• IP T, ��� "�,• �L 12 UUUaa v UUUUU 12 ?2 S O CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM Al 314 `4 I ' - -- ALU O END OF EXISTING STORM DRAIN PIPE. CAU CONTRACTOR TO USE "ETHAFOAM" -- w (, � w U in 2 TO COORDINATE. r l I I ,5 N I 6 "CC W' c 4 CC q X', U 3 °- U (;J I rn cf i J w J l co L J W. J of ^ca} Ln 04 G I z N Nri I{O + d .II- d- w �i 3 W nl.y nQ w in W W (TI I- Iw n z z w m !Y U fn U II I- ? (n �' W I 216.67 CENTER: a/ J 15.36' RT 217.08 1� cam` - -- - -� - - -- - °r° •• IP T, ��� "�,• NEW CATCH BASIN. w W z z,n > > > o_a,Lm � a c c I N I I ! 1 aD ((j) + e 0 0. 0 0 n + G o c Q J N N N N Q;� x L.J n n n n w w w w u: i cr 230 225 220 215 210 205 -S - -1 - -- - -- - - 6� 4 � _ 6 "STIP G _ 11 1 cr c o S a I N O w r_ Q + i w II N I N IN 'c UJ X Lj v; , 12" Ct W 5 +00 S- -- G NE CORNER OF '- 7TH ST & ABERDEEN AVE NE POINT OFFSET W z U 3 °- U (;J I rn cf i J w J l co L J W. J of ^ca} Ln 04 rn to a _jN r7 W c0 II ` N U + + a+ N c; rn II rn N Nri I{O + d .II- d- w JN d p �JN W W nl.y nQ w in W W (TI I- Iw n z z w m !Y U fn U II I- ? (n �' W I 216.67 CENTER: a/ J 15.36' RT 217.08 -S - -1 - -- - -- - - 6� 4 � _ 6 "STIP G _ 11 1 cr c o S a I N O w r_ Q + i w II N I N IN 'c UJ X Lj v; , 12" Ct W 5 +00 S- -- G NE CORNER OF '- 7TH ST & ABERDEEN AVE NE POINT OFFSET ELEV. . -. - DESCRIPTION 20' (FOC) �1 N BEGIN = cv (n ,n C N � R= 26.52 PC 4 +30.40 37.36' RT 214.49 0= 78' 09'38" 1/2 A 4 +39.06 21.87' RT 214.90 L= 36.18 PT 4 +55.59 15.31' RT 216.67 CENTER: END 4 +71.34 15.36' RT 217.08 4 +56.55, 41.82' RT NOS East1 Into 40. 95 10; NE 7TH STREET a U U U U U L U Ic z I z;n I Coe ND I 10 NIM 7 O m �' OJ N� SI W aJ � N_ _ uJO Nr] 0 II 00 s+ II D� m c. �m II o d (+D J N t` C,- cV N U Q �' W N W _ ZQ II n a X Q g 1 II Q z II m H W X ,- W W X F W (/7 w UN m- w vn w `r'I� W N � 4 G . 1 - - - �' -a -I i 20' 10' 0 20' 40' �1 N EB 'CC r -T -! D ® W = cv (n ,n C N � N Ln CIO ((n '0 0" 'I- �+ II �� C+ J N N d- w FI BASIN, OR STORM DRAIN MANHOLE. CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM 6 I I 4 W 6 +00 W w~ rw� win W ,2w v (~it DRAIN PIPE WITH FERNCO ADAPTER. t2" PVC I CENTER: 5 o W r O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO - - - -- - -- - -� - - -- - °r° . 1 - - - �' -a -I - -1- I m T- - - - -,- °_ ;� � w� a� `° J ROADWAY &STORM DRAINAGE NOTES �1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH EB 'CC r -T -! D ® W = cv (n ,n C N � N Ln CIO ((n '0 0" 'I- �+ II �� C+ J N N d- w O2 BASIN, OR STORM DRAIN MANHOLE. CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM 6 I I 4 W 6 +00 W w~ rw� win 7 +00 W � � f ,2w v (~it DRAIN PIPE WITH FERNCO ADAPTER. t2" PVC I CENTER: 5 o 8 0 ♦ O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO - - - -- - -- - -� - - -- - °r° �. -S -- - -- I - S- - -� J NEW CATCH BASIN. 12 UUUaa v UUUUU 12 ?2 S O CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM 6" STIP G G _ G G 4;1 G S I IP G ? 12 a O END OF EXISTING STORM DRAIN PIPE. CAU CONTRACTOR TO USE "ETHAFOAM" F -- w (, � w U in �NNNN O N TO COORDINATE. r l I I 2884 0S N N00 00 = Nc'i(D N! ,n O� O d-n - PAD¶AS SEPARATION BETWEEN UTILITIES. + -1.- ()O M(DNOO Ljp I NN O d�O Npp OO C3 Ul0 i ,n O CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. OIX 12 In 70 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PACE. 18 a' f g / ® CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISn..- 18 13 t8 13 18 I i 13 18 13 WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF 9 e� I ?► / THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY s'�` SPECIFICATIONS. SE CORNER OF NE 7TH ST & ABERDEEN AVE NE CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING U LANDSCAPING, BLOCK WALL, AND /OR ROCKERY. COORDINATE WITH POINT z z a a " I- H W �� J wa _ ;� � w� a� `° J � 'n of PROPERTY OWNERS. I4 +00 BEGIN 4 +43.46 = cv (n ,n C N N 00 C LU 1-i r N Ln CIO ((n '0 0" 'I- �+ II �� C+ J N N d- w !Y r` II .- Q+ J N d' w a, 0 II - + J N 0 d' F: I- �Q II II iu�Q 11 cn¢ 2 z II Q w~ rw� win �w win ,2w v (~it OIX 12 In 70 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PACE. 18 a' f g / ® CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISn..- 18 13 t8 13 18 I i 13 18 13 WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF 9 e� I ?► / THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY s'�` SPECIFICATIONS. SE CORNER OF NE 7TH ST & ABERDEEN AVE NE CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING U LANDSCAPING, BLOCK WALL, AND /OR ROCKERY. COORDINATE WITH POINT OFFSET ELEV. DESCRIPTION \ N W N04 (VN (FOC) PROPERTY OWNERS. I4 +00 BEGIN 4 +43.46 49.48' RT 213.84 R= 25.00 PC 4 +42.76 44.53' RT 213.86 0= 98' 06'53" 1/2 0 4 +48.62 24.62' RT 215.27 L= 42.81 PT 4 +67.51 16.00' RT 216.94 CENTER: END 06 Z(n?w NY 14+67.51, 41.00' RT U !n 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAIL SHEETS 24 & 27. CB NO.: 93 3 SAWCUT XI Y OT ED IN w x z THE FIELD BY THE ENGINEER. WASTEHAUL EX STGPAVEMENT AND a ¢ REPLACE DRIVEWAY IN KIND. _ ( 6 "W 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, z 2'I0 230 245 230 Ex!sTIPJU GR�u�lo - ` ELEVATION RE A CONCRETE. CONTRACTOR TA W w , '`' • • - - - - - - - - - - -:0- - - - \ CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. N EXISTING GROUND Z Q ELEVATION / �� \� ;.( ` \ \��` /_ 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, m Q \ /�� /, /�� AND /OR LANDSCAPING DURING CONSTRUCTION. �a n �. CB NO. 98 ! \ / /� /\ 225 240 32. LF :- 12" CPEP :ST.ORM PIPE 240 16 VACANT. S= 0.020 -- �t 205 ... _1.5 LF., - 1.2" .CPEP STORM PIPE: / /j /i \\ - _ _ S =0.093 / /�\ '\ r� \� /\ Ogg : 17 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. _ f��/ / :. E `+'0 - CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, 0 p8 /�\ p(tM Ptp : 18 PAVEMENT, AND /OR CURB. 2?0- 235 Sl 19 _ 235 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION WATER SECTION WITH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET Jan . ;1 F -� \ 1$0 / /� \\ N08 = ^ 27. / / \\ U (;Oiv N'TcACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. WATER / � J�� / I ��� 215 23A-- �j \ /�� /� : p�� 230 21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR ANU /OR CROSSWALK MARKINGS ... d k10FtM ptP l j ; gC I 40 LF - 24" CPEP STORM PIPE S =0:044 ! 200 w it r., \ N W N04 (VN 195 � o 0 PROPERTY OWNERS. I4 +00 F- Z n 5 +00 ;n r 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, ;n . � ?" - ZW 0 AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL ZW W o ` ci 06 Z(n?w NY ZN3W W pp CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. rn °r° `� + co J N + I 0000 v;o I c UUu O UUUaa v UUUUU 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, z �+ z w it m N Q J Wa- s a s s ?c N J NNNN�N W VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP - ANY TO ADJUST GAS VALVES AND /OR TELEPHONE MANHOLES. CONTRACTOR m F -- w (, � w U in �NNNN O N TO COORDINATE. U !n 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAIL SHEETS 24 & 27. CB NO.: 93 3 SAWCUT XI Y OT ED IN w x z THE FIELD BY THE ENGINEER. WASTEHAUL EX STGPAVEMENT AND a ¢ REPLACE DRIVEWAY IN KIND. _ ( 6 "W 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, z 2'I0 230 245 230 Ex!sTIPJU GR�u�lo - ` ELEVATION RE A CONCRETE. CONTRACTOR TA W w , '`' • • - - - - - - - - - - -:0- - - - \ CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. N EXISTING GROUND Z Q ELEVATION / �� \� ;.( ` \ \��` /_ 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, m Q \ /�� /, /�� AND /OR LANDSCAPING DURING CONSTRUCTION. �a n �. CB NO. 98 ! \ / /� /\ 225 240 32. LF :- 12" CPEP :ST.ORM PIPE 240 16 VACANT. S= 0.020 -- �t 205 ... _1.5 LF., - 1.2" .CPEP STORM PIPE: / /j /i \\ - _ _ S =0.093 / /�\ '\ r� \� /\ Ogg : 17 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. _ f��/ / :. E `+'0 - CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, 0 p8 /�\ p(tM Ptp : 18 PAVEMENT, AND /OR CURB. 2?0- 235 Sl 19 _ 235 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION WATER SECTION WITH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET Jan . ;1 F -� \ 1$0 / /� \\ N08 = ^ 27. / / \\ U (;Oiv N'TcACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN. WATER / � J�� / I ��� 215 23A-- �j \ /�� /� : p�� 230 21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR ANU /OR CROSSWALK MARKINGS ... d k10FtM ptP l j ; gC I 40 LF - 24" CPEP STORM PIPE S =0:044 ! 200 SP r., \ N W N04 (VN 195 � o 0 .11 I4 +00 Y a 5 +00 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK r = 20/ . � ?" �U ZW 0 X 3(n(n W p ZW �W Zin s I Z(n?w NY ZN3W W pp WWW oD W W uc U U v Zw UUU >>> wda I 0000 v;o I c UUu O UUUaa v UUUUU W a-5-a v UUU U as UU GRADE F- N , 7 J -.-r- Y N Q J Wa- s a s s ?c N J NNNN�N W �e e U N NNN N W 14- It (pNN 215 ONN I c ! I I I! p N N j l p0. co �NNNN O N I I I I I N r l I I 2884 0S N N00 00 = Nc'i(D N! ,n O� O d-n - m 0 OO ap r-j n (DN. - r:OM ()O M(DNOO Ljp I NN O d�O Npp OO C3 Ul0 i ,n a, ��}' I 'D (n LO + N 000 (n + I N N cc O OO U+ II u7 (n �['� G O!(nN OOOO + II mNAmND (O 0n 00000 + II 00 O 00 + II NN + t {7�C00 J NNN d- JN NN � JN N N d- JN NNN bpd- pd' W NNN N mod- W NN u~i a x w 11 II II iI (1 Q x y w w w w ,,, (�; , w 11 I! it u~i ¢ X I° r'✓ W W W w in s 11 11 it N Q >c of w W W w V) W it II II II Z j Q m01- E W W W W U 1 cn (JNNNNN II II II II II Z Q ml- R W W W W W U (n II II II II Z a mH Fr W W W W U in 11 11 W W 51WR 2) -asvle e � " ROLL '178 Spit 22 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER O ' CITY OF RENTON STANDARD PLAN NO. 005.1 210 ✓�Q� .Sw�R 225 23 BARK MULCH. SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH s SCANNED MAR 2 8 0 w tO of cn ~ N Go L Ld Z (n N z ¢W M W Z o w1i4 U � W Z zz J< c7 lz 0 W w3 O Ld N • / i PvG SP 24 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION SECTION WITH CEMENT CONCRETE CURB END SECTIONS. .11 Y 220 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK 205 = 20/ . � PER CITY SPECIFICA1ONS. Q 26 REMOVE SANITARY SIDE SEWER MANHOLE EXISTING GROUND_ ® O OF ITH STREET N.E. w = 27 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE vi o GRADE a TO VERIFY LOCATION. 200 /_FINISHED 215 FLOWLINE RIGHT F-� 215 33 o 0 a a, 2884 0S clil JN NN nLo Nom! N N N 195: 240 210 ORIGINAL SIGNATURES ON DESIGN PLANS 6 +00 7 +00 8 +00 Q o W 3r z CB -92A, TYPE 2 -48" w FRAME AND GRATE RECOMMENDED FOR APPROVAL it (L v STA. 7 +78, 15' RT By: Gary Schtmek Date: 8/30/01 U > n>. RIM EL = 242.3 t Rnnni ( S}rnkn Date ^ /.+o�q1 04 N N N 24" E = 237.50 B Date: - W O N N x '- `- 24" W = 236.50 BY- Date: I 1 1 M O I I �o N ��� = s�_; Nr7 r` r 0 1" 2" 0+ II NNN Cn + II CO N �� U(D z d W NNN n 1-2 W II II II 1-Q W NN � II a TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY U N w w W ,x� w w s SCANNED MAR 2 8 0 w tO of cn ~ N Go L Ld Z (n N z ¢W M W Z o w1i4 U � W Z zz J< c7 lz 0 W w3 O Ld N r7NI� 00 in r U m sn U <� O -N En S N O W N fn W Q Of N4 N O � mm� a m N �GSON � Z m 0 <a NJR a =w (d1S - � U � 02, om� M �GtON < o ri A� NZOx Q W W O aim d1r1S - - aY� Row o¢a W Iz z O {N Z Q 7 0 0a W O WO IFS Oat W; Z oC d u. O C) d 0 a �o LL _, z z Iq O az z Z0 � Z ° 5~ a V 0 U) � z ti 0 Y W z SHEET: 4 OF: 32 JOB NO.: 00716 DWG: PAN2 2003 C .11 Y N II 6 . � r Q W O < w a o vi o 0 a F-� 33 o 0 a a, r7NI� 00 in r U m sn U <� O -N En S N O W N fn W Q Of N4 N O � mm� a m N �GSON � Z m 0 <a NJR a =w (d1S - � U � 02, om� M �GtON < o ri A� NZOx Q W W O aim d1r1S - - aY� Row o¢a W Iz z O {N Z Q 7 0 0a W O WO IFS Oat W; Z oC d u. O C) d 0 a �o LL _, z z Iq O az z Z0 � Z ° 5~ a V 0 U) � z ti 0 Y W z SHEET: 4 OF: 32 JOB NO.: 00716 DWG: PAN2 2003 C