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HomeMy WebLinkAboutD-28840DNE CORNER OF NE 7TH ST & KIRKLAND AVE NE POINT OFFSET ELEV. DESCRIPTION (FOC) PC 38+99.25 16.00' LT ',352.90: R= 25.00 PC 38 +27.24 41.65' LT 349.50 0= 91' 28'45" 1/2A 38 +34.22 23.55' LT 349.88 L= 39.92 PT � 38 +52.23 16.00' LT 350,59 CENTER: 38 +52.23 41,00' w p U1 ~ U J N U 00 N ci r7 J In > w V' U - �N ?�2 o Q 10 �O /w N m + II of m + + II Q 00 Q W d- �� w I II u~i a II a v~i Q w 11 ra0i m NE 7TH STREET LEFT POINT OFFSET I ELEV. DESCRIPTION (FOC) PC 38+99.25 16.00' LT ',352.90: R= 700:00 1/4A 39 +57.13 13.60' LT 347.33 A= 18 58'17" 1/2 A 40 +14.61 6.42' LT 347.39 L= 231.78 3/4A 40 +71.30 5.48' RT 347.33 CENTER: PT 41 +27.94 21.45' RT 347.27 38 +99.22, 684,00' R 20' 1G' 0 20' 40' I I 1 I I w a LT m m X w �'/ a n m �.ww / w vi w w v~i w vFi it w p '� ESTABLISH FROM 4 x I- „� z a CB NO. 37 ° ELEVATION POINTS h x, - - m ~ GIVEN IN PROFILE N / 0 U STA. 39+54, 12 4 19 9 E 7TH EET 13 9 9 18 � / 4 4 IW 15 - - - - a -s r N W ROADWAY & STORM DRAINAGE NOTES CD �- I EVE 7i TH STREET _ - - / �� 2" GG o 2 _ O iJ� - - - O O1 BASIN, OR S SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH �- 0 / 6 10 CI N u 6 W - W O DRAIN N OR STORM DRAIN MANHOLE + o �^ G m - - TRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM � yy 7 °� '4 W 39 +00 W 2 CON, 4 1, r2 PVe PIPE WITH FERNCO ADAPTER' �- 5 n z.. PVC W S --- ^- S 3O CONTRACTOR SHALL WT AND' CONNECT EXISTING STORM DRAIN PIPE TO 5 i 37 +00 5 3 I0 °- 0O NEW CATCH BASIN. < L 00 _0 CONTRACTOR SHALL. INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM W _ S f S 6" STIP G _- END' OF EXISTING STORM DRAIN( PIPE Z -L G O5 CAUTION: POTENTIAL UTILITY CONFLICT: CONTRACTOR' TO USE 'ETHAFOW W un -G / / 4 5 T r - - PAD' AS SEPARATION 'BETWEEN UTILITIES Z G G I -p _ CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE 5 1 0 J W Ld D -p CONTRACTOR SHALL ABANDON STORM CATCH' BASIN OR MANHOLE IN. PLACE � I I - Q 15 18 E 8• CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION( OF EXISTING W 0, / NOTE: :STATION LINE BEGINS DEVIATION I WATER LINE. IF (THE WATER LINE CONFLICTS ,WITH THE. INSTALLATION OF ' QI ':' `FROM RIGHT OF -WAY CENTERLINE - THE. (THE CITY OCATED PER', E SHALL BE REL 15 `s TQ 4 15 J SPECIFICATIONS in II �, CATCH BASIN, THE WATER LINE / r z 1Q w �I SE CORNER OF NE 7TH S.' & KIRKLAND AVE NE _ 9 CONTRACTOR (SHALL REMOVE, PROTECT,( AND -- 'RELOCATE` EXISTING: r C�' O LANDSCAPING,I'BLOCK WALL AND /OR ROCKERY. COORDINATE WITH SW CORNER OF NE 7TH Sl\ & i IRKLAND AVE NE 19 Z POINT OFFSET ELEV. DESCRIPTION (FOC) BEGIN - CB N0. 40> - CB. 39 r m - 40'L - - R= 11.50 PC 37 +34.84 16.00' RT 347.33 0= 109' 47'06" 1/2 0 37 +44.25 20.89' RT 347.39 L= 22.04 PT 37 +4566 31.39' RT 347.33 CENTER: END 37 +42:30 40.75' RT 347.27 37 +34.84, 27,50' R M � M I o � to wN: m + 'll M + + I m d + I a m � m'. r In r Q C5 M M r� -� w w / c� to w U~i w m s / / � Qo / POINT '', OFFSET DESCRIPTION (FOC) BEGIN ''. - CB N0. 40> - CB. 39 r m - 40'L - - l 30.00 PC 37 +85.65 33 -90' RT 348.25, D 61" 5752" 1/21A 37 +96.68 22.28' RT 348.65 L 32.44 PT - 38 +12.18 END. 38+47.871118.00'! 18,00' RT RT 349.18 350.18 CENTER: 38 +1213 4800' R PROPERTY OWNERS. I = a Q 10 CONTRACTOR SHALL' NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, AND REMOVE AND WASTEHAUL CONCRETE CONTRACTOR TO INSTALL CEMENT CONCRETE RbLLED CURB AND REPLACE SIDEWALK IN KIND. CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, x a VALVE BOX, CLEANOUT, MONUMENT( CASE FRAME TO GRADE. UTILITY COMP- ANY!TOIADJUST1GAS VALVES AND /OR TELEPHONE MANHOLES. CONTRACTOR TO COORDINATE ° ILd w m o° � !z Z NOw UJI w z° m ® CJ 0 Z �° J <° C) 03 L oES L7 O N 0 0 Y N 11 If m g r o . Q Z Y >O r ¢ ¢ w 2 o o 0 3 � o_ o a �I Fw rc a o a �u) m ¢Io. I l,W3 z Pn 23 O. N'Q T ovi, w m z: 5' F tea. J m _ 6 340 = S 0:024 0.027 _ ©3 CONTRACTOR SHALL FURNISHI AND INSTALL 4- INCHES COMPACTED DEPTH Lad BARK MULCH: o - 62 LF:24" CPEP STORM 118 LE 24" CPEP. STORM ': 4 CONTRACTOR SHALL, FURNISH( AND INSTALL ASPHALT CONCRETE TRANSITION 0 " E- © - I F 24° CPEP ST S_ 0.0955 0.078 SECTION WITH CEMENT'CONCRETE CURB END SECTIONS: z �� _ - I 127 L _ 335 _ X_I - ! -_ R I EX SS MH 5= 0.2128 0.0157 335 5 PER CSTYTSPE FlCATIONS CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK O'3 �;Q w + o - -� SANITARY SEWF T I AND MAIN CB NO.. 39, TYPE 2 (48" DIA.) 6 REMOVE SANITARY' SIDE SEWER MANHOLE �'a � a 9 : EX EXiS ING GROUND @� DEEPER - STA.- 38 +38, 'hk 16.2' RT - - W' - �OF 7TH STREET N.E. 6 "SS ASBLT I - : RIM EL - 350.11- - - - { ZIW FINISHED GRADE STA.36 +93. j 24 "E: IE= 1.5 '340.6 : >s : 0 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE Q,Q a o 6 SS ASBLT 6 "SS ASBLT - FLOWLJNE RIGHT AT: STORM -CL : - 33Q STA.36 +01 STA.36 +18 TOP EL= 337.21 24 "W IE 3 0 340:5 ® 330 TO VERIFY LOCATION: o p ` Z .. AT STORM. CL AT STORM .� I . . - 12 "N: -IE- 41:._ 341.0 - LL. 0_ z TOP EL= 334,34 :TOP' EL 334:75 - - - - --- [ ■■ N Q Z Q Q 325 (� Ir I - 325 �,0 7� ®� o N Ir 36 +00 37 +00 SSMH 38 +00 39 +00 40 +00 ORIGINAL SIGNATURES.ON DESIGN PLANS> V z do CB NO. 42;. TYPE 2 48" DIA.): EXIST. CB N0, 38, TYPE 2 ( 60 „pDIA.) - w '� I. RECOMMEND FOR. APPROVAL ' � STA. 37 +10; 7Si 1114 4( RT STA. 37 +43.3 RT z w " STA. 38 +91, 16 171 LT Z TRIM EL 346.50 RIM EL'- 348.08',,1 !,. U v v;o v Y SOLID LI,DI, (MATCH ':SIDEWALK': ( :..,: ? a, '.. By Gary -F... k :.' Date: 8/30/01 f: 11 E 339.0 apx. �I U v RIM EL 2. , 353.01 r a _> B' Ronaid stroke Date: $/30 /Oi 244°E IE- 338:5 E I N N s N N BY Bob .Mahn 16 , W 1E. - 339.0 a z. ( " ). g . Date: '. "W IE- '338.5 1 24 "SWEIE 344.0 3430 CB NO 37, TYPE 1121 48 DIA. ,.� i, , y /30/011 :I III 4 P. M d n r rn STA! 39 }54. 76'12 LT. Date g SHEET; I Z �..M r.. M RIM EL:- ;356:10' L n v N r„ '• 'I' 0 1 2 32 I , oF. + ° o I, I, m �, : co � N d- co': 1 - '. � III .�. �. �... I al. I 0. ,. 350.75 cn.. rn u� u� 24 NE IE M JMM M M n M M r .�I, 24 "SW IE . 3 501' 350.50, w .'I w � I � TW0IINCHES AT FULL :SCALE. III JOB NO:: 00716 u n n u x ° IF NOT, ISCALE'ACCORDINGLY ', w w - I! h DWG: PLAN10.. :wwwww w� s :; c© 2e�d �.d � uew n o��?M-_ I II ;I I II 11 -f ' � y` �IIiIIJyEn•�I{ FI � � I �I� � I1��I I + I, I t II I � I L L 17 h I hIp ,I LIB h.� [.eI O� , 41 , _ I �h l: +�s III E} I �I l� fi II . I I II I : I I I I I I I I I I I / 12 CONTRACTOR SHALL FUR O SEE DETAIL SHEETS 24 &ISH AND +INSTALL CEMENT' CONCRETE APPROACH. 13 SAWCUTI EXISTING DRIVEWAY FULL. DEPTH AT LOCATION; TO BE MARKED IN o - CB N0. 40> - CB. 39 r m - 40'L - - .F. - 12" DI �' : :..o I STORM PIPE S - :- „ GAS ..:..: .: - .�. :... .�_ - _ - . _ : :: :: THE FIELD BY 1HE ENGINEER. WASTEHAUL EXISTINGsPAVEMENT`AND' _ =0 010 :: �- ci _ M: INEAT 360 = ._ 10" WATER 345 ` ABND 8 "w r q � jC^ ;, 345 s t w U SEWER CE n -.. � FINISHED GRADE _ -:- FLOWLINE LEFT 360 14 CONNTRAACTOR SHALL LINE SAWCUT EXISTING SIDEWALK AND/„OR'CURB, O AND !REMOVE (AND WASTEHAUL CONCRETE CONTRACTOR TO INSTALL . CEMENT CONCRETE VERTICAL CURB', AND REPLACE SIDEWALK IN'KIND. -c„ - , - STELEL:APX .,- ...,�,:.... .�...,�....�.= - - - -.. 57 I: r :.:.: _� -...:: ...... - - -�/ - CB -37:. \ /y \I �/ O EXISTING HYDRANT. SIGN; WALL ,FENCE CONTRACTOR SHALL PROTECT 15 C L F 10 WATER z STORM' _ E2„ PIP CPEP ° \ \ /j // /' I 355 AND /OR LANDSCAPING: DURING CONSTRUCTION. 355 _ CB NO. 41 a S_ o.osi 340 \ \ V VACAN T w CB- 38//� /y \/ } = ' 1' - 1? CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING: FENCE EXISTING STORM DRAIN SHOWN IN PROFILE VIEW IN DESIGNATED AREAS - a ¢ + Y : :. R Q 5SOF2M "" : / /- /'/ ::: t2 CC - - .. \ \\ \ 'x,'.- EX. - 18 CONTRACTOR SHALL , REMOVE AND,' WASTEHAUL EXISTING SIDEWALK; O -.. O T CONTRACTOR:: :: ONLY TO ASS'S 350 ...- :F .....:s .. _ : �_� . - - . Y a - _ \ /� C6 =39 / / //. .... _::., ,. ,i X -' r`'.': + y 350, PAVEMENT, AND /OR CURB - LIJ w. , _ t v r,_ -. - - ` .� � t -.r� �r _- _. ' 19 CONTR C FURNISH AND INSTALL CEMENT CONCRETE TRANSITION - Oi CONTRACTOR SHALL - -. \l \ / x __ :. .. a yu -",+ Ip, _ _ SECTION WITH! CEMENT:CONCRETEI'CURB' END` SECTIONS. SEE DETAIL SHEET -�.. :. - _ CB 42 EXISTING GROUND - ELEVATION :. :\ \�� \ \,. _"' _ _\ STEEL . n;� - -_-0 - L. ', - : _ -= - -„ -� -- = 345 0 CONTRACTOR' SHALL REMOVE. PROTECT. AND RELOCATE EXISTING( SIGN. 345 0 0 0 -sn� ssl w., EL UNK: O FURNISH AND INSTALL PLASTIC STOP BAR AND /OR CONTRACTOR SHALL \ ,.i - _ r,r { " CROSSWALK MARKINGS. STORM 62 LF:24 CPEP -:STO S O.b82 0.042 CONTRACTOR,: SHALL FURNISH: AND INSTALL; CURB RAMP 'ALTERNATE` PER ®CITY 148 LF -24 "� CPEP ST 1, ::e _ OF RENTONI STANDARD PLAN NO. 005.1 ° ILd w m o° � !z Z NOw UJI w z° m ® CJ 0 Z �° J <° C) 03 L oES L7 O N 0 0 Y N 11 If m g r o . Q Z Y >O r ¢ ¢ w 2 o o 0 3 � o_ o a �I Fw rc a o a �u) m ¢Io. I l,W3 z Pn 23 O. N'Q T ovi, w m z: 5' F tea. J m _ 6 340 = S 0:024 0.027 _ ©3 CONTRACTOR SHALL FURNISHI AND INSTALL 4- INCHES COMPACTED DEPTH Lad BARK MULCH: o - 62 LF:24" CPEP STORM 118 LE 24" CPEP. STORM ': 4 CONTRACTOR SHALL, FURNISH( AND INSTALL ASPHALT CONCRETE TRANSITION 0 " E- © - I F 24° CPEP ST S_ 0.0955 0.078 SECTION WITH CEMENT'CONCRETE CURB END SECTIONS: z �� _ - I 127 L _ 335 _ X_I - ! -_ R I EX SS MH 5= 0.2128 0.0157 335 5 PER CSTYTSPE FlCATIONS CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK O'3 �;Q w + o - -� SANITARY SEWF T I AND MAIN CB NO.. 39, TYPE 2 (48" DIA.) 6 REMOVE SANITARY' SIDE SEWER MANHOLE �'a � a 9 : EX EXiS ING GROUND @� DEEPER - STA.- 38 +38, 'hk 16.2' RT - - W' - �OF 7TH STREET N.E. 6 "SS ASBLT I - : RIM EL - 350.11- - - - { ZIW FINISHED GRADE STA.36 +93. j 24 "E: IE= 1.5 '340.6 : >s : 0 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE Q,Q a o 6 SS ASBLT 6 "SS ASBLT - FLOWLJNE RIGHT AT: STORM -CL : - 33Q STA.36 +01 STA.36 +18 TOP EL= 337.21 24 "W IE 3 0 340:5 ® 330 TO VERIFY LOCATION: o p ` Z .. AT STORM. CL AT STORM .� I . . - 12 "N: -IE- 41:._ 341.0 - LL. 0_ z TOP EL= 334,34 :TOP' EL 334:75 - - - - --- [ ■■ N Q Z Q Q 325 (� Ir I - 325 �,0 7� ®� o N Ir 36 +00 37 +00 SSMH 38 +00 39 +00 40 +00 ORIGINAL SIGNATURES.ON DESIGN PLANS> V z do CB NO. 42;. TYPE 2 48" DIA.): EXIST. CB N0, 38, TYPE 2 ( 60 „pDIA.) - w '� I. RECOMMEND FOR. APPROVAL ' � STA. 37 +10; 7Si 1114 4( RT STA. 37 +43.3 RT z w " STA. 38 +91, 16 171 LT Z TRIM EL 346.50 RIM EL'- 348.08',,1 !,. U v v;o v Y SOLID LI,DI, (MATCH ':SIDEWALK': ( :..,: ? a, '.. By Gary -F... k :.' Date: 8/30/01 f: 11 E 339.0 apx. �I U v RIM EL 2. , 353.01 r a _> B' Ronaid stroke Date: $/30 /Oi 244°E IE- 338:5 E I N N s N N BY Bob .Mahn 16 , W 1E. - 339.0 a z. ( " ). g . Date: '. "W IE- '338.5 1 24 "SWEIE 344.0 3430 CB NO 37, TYPE 1121 48 DIA. ,.� i, , y /30/011 :I III 4 P. M d n r rn STA! 39 }54. 76'12 LT. Date g SHEET; I Z �..M r.. M RIM EL:- ;356:10' L n v N r„ '• 'I' 0 1 2 32 I , oF. + ° o I, I, m �, : co � N d- co': 1 - '. � III .�. �. �... I al. I 0. ,. 350.75 cn.. rn u� u� 24 NE IE M JMM M M n M M r .�I, 24 "SW IE . 3 501' 350.50, w .'I w � I � TW0IINCHES AT FULL :SCALE. III JOB NO:: 00716 u n n u x ° IF NOT, ISCALE'ACCORDINGLY ', w w - I! h DWG: PLAN10.. :wwwww w� s :; c© 2e�d �.d � uew n o��?M-_ I II ;I I II 11 -f ' � y` �IIiIIJyEn•�I{ FI � � I �I� � I1��I I + I, I t II I � I L L 17 h I hIp ,I LIB h.� [.eI O� , 41 , _ I �h l: +�s III E} I �I l� fi II . I I II I : I I I I I I I I I I I