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HomeMy WebLinkAboutR-337228LL Z 00 n U IY I 91 E 3a 9- g 0 O' N 3= FII 6 V € y`- 0 o: a a a 0 F of N W ofz PORTION OF THE S 114, S 1/4, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. -------------- - - - - -- - - -- -- - - - - - - -- -- -� -r STA.2 +2 67(R DAVE) MATCH LINE SEE SHEET C11 - L -- ` -- _ ,.�.�( I f, 1 i s.42 CB#3 (4E 1)16. (j 3'L 1 m 5 n2' ur sTA. ' x r - -- YDn (TYPE 45) I P D =433.5 I \T I 1 1 • 21 � AUG NMEN . R ON AVE�IE I.E: -6" N=43B 2i 7 \PAD =432.5 430 ` 1 1 21 16 RIM ELEV #yi}$1 31.79 I 1 1+ ,TRACTA LE. 6" W=438 7 11 j j - - I 1 1 16 ° I.E. 2 W 4i?6,85 4127.04 1 �y I.E. 6° 5= 438 27' 1187 I I i I I 4 \5 11 4 E. lie ° Ep426.85 I { I PAD =431. 1 30 I. W N =426.8 I I I 12 } "' I I 1 9 1 1�l-38.36 I �� 1 1 111m 1 C (TYPE )15.17'R i 7 -� - - -- L-- - - - - -� \l ALIGNMENT: R DMON AVE E --�.� j`� 1 11 Z ' RIMI ELEV431.731 I j 11 10 ' I.E. 12" W =4@1- 427.20 I I p I -__ - -_ I L___ 1 o a fo 20 I - - - - -�- -� 1 434- - - -- -- \ \ - jr I AccESSi -- /) 2 T I I \ 1 " SCALE 1" - 20' ° - - o- I NE °- a': &24 �, ��. 2 e NEyJi MO- N. (PRNA a \ 1-11 16 .5 I 76:08 _ 14 ST) i �I1 -I, z11, ACCESS1 r- - - -- - - - - -1 - I I = A. 11F32.26 4 m - I- L E - - - - - -- - - -- I -- \ I _ A �i , - - r -- - -NEW MON_ \ ST 07 I x NE 14TH ST _ 1 UTH C9 #1, TYPE 1 0 +66.7 I/ \ I - - - - -- -\ - -- '1 I BL OFFS -_ ESA r. I I ( ) L STA.=e+59a3 s:35t 9. 2'y - - \ j \ \ 1 >,• I W2983 L 3 2 1 >-- ALIGNMENT: NE 14TH ST I /r \ - - - --j --- - - - - -- \ \ 11 $" Ip. RIM ELEV - 434.09 I.E. 6" s =4383 430.491 3 I 2 I.E. 6" N= 43969- 4 3 0.49 PAD =435.5 1 PAD =435.5 I I 1 t\ - "-- - 1 \ I I PAD =4335 All STA. -24 +38.93 - DMOND PL) v l I.E. 12" E= 429.59 \ _I- - - \ 1 \ / JJ OD =STA. 0 +00.0, ( MOND AVE) i TAPER I FR KEY MAP OM 10' W p 6' TO 4.5' = _ I1 L _ - C-4 �� �� /// /�� �h� ry 11 1 SCALE: 1" = 100' ------- - ___ --- j YD #1, (TYPE 45) I.E. 6" W= #3I}63 431.27 1 I.E. 6" S =430.63 431.27 / I.E. 6" E= 430.63 / I.E. 6" N =43965 431.27 434 TRACT D o o I GAS STUB - - _ - - -- 434 / `OPEN SPACE) 11y y I 11 2" MPE _ 3 o wA 1\1 89 "00'23" V1 223.12'- IP o P 9 / m N t� y ¢ \ \ - 436 ' I' � o Nh -0 o�ss q 1 JQ 1 y NAL L4N0 ,� mlo 11 m � NE 14TH ST AS BUILT INFORMATION ADDED SCALE: HORIZONTALF -20 BYGEODIMENSIGNS INC EsMr, SEE SHEET C07 FOR STREET SIGNS 0 +00 0 +20 0 +40 0 +60 0 +80 1 +00 1 +20 1 +40 1 +60 1 +80 2 +00 2 +20 NOTES• 1. ALL MAINLINE STORM PIPE SHALL BE ADS N -12 WT IB SM007H INTERIOR 431.5 430 STA 0 +7� I WALL PIPE UNLESS OTHERWISE NOTED. THE MAIN AND FITTINGS WILL NEED TO MfITCH EXISTING BE AIR TESTABLE PER ASTM F1417 WATERTIGHT FIELD TEST. CURB (�(m 11 a• SIDEWAI�JCGU &R & 2. ALL 6" AND 8" DIAMETER STORM PIPE SHALL BE PVC AS7M 3034 SDR 35. z S WCUT & BEGIN PAVING 1 Z 1 3. DUCTILE IRON PIPE IS REQUIRED FOR ALL PIPE WITH LESS THAN 2' OF 0 a 10 20 m Z I S WCUNE" HIND ` COVER. 1 _ 1 IVING GALE 1" = 20' 20 VERTICAL DATUM t 1^ NE MON. VERTICAL DATUM: CITY OF RENTON (NAVD88) 2 _ BENCHMARK o rvc r�sr1.7 5 1 SITE BENCH MARK: P I -- - - - - -- - -- A 1 -112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED NEW MON. z 1 w NE 14TH ST INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE. 11 � I (CITY OF RENTON #159) m z a 1 1� II ELEV. = 415.95' 00 F��z 1 1 0 BASIS OF BEARING PAD =433.5 co?,0 11 I �-� BASIS OF BEARINGS IS PLAT OF HIGHPOINTE o w N 1 DIVISION H (A.K.A. GREENFIELD 11), VOL. 216 PG. � = 98082.67 S.F. OR 2.25 .i n 1 1 10' TAPER /IW FROM w ± I / 1 w 6' TO 4.5' ACRES+ Hwy 11 / a^0 434 CTD n 11 w n Io o GAS S -IUB - - - - 1 TRA1 Q ¢ R=337228 CALL 48 HOURS 1 (OPEN SPACE) (o N 'I BEFORE YOU DIG ' 1- 800 - 424 -5555 REDMOND AVE NE AND NE 14TH ST INTERSECTION SCALE : 1" = 20' FOR APPROVAL BY. BY: rDOD 0 rI r U 'MWlliv co z Z�..(mW O OW LO CO IL C4 v3t O_ V ^ S� 42 QI o N •�U U a Z CD rD ^J^ N LPL Z X W LL Q(L i w VJ ro 0 Wf s W 0co<m M p 0000 LL IL U'20 � ZE PROJECT NO.: 12007 DRAWN BY: VK/ENM ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 NE 14TH ST ROAD AND STORM PLAN AND PROFLE 06085RD01- C10.DMG C10 SHEET 10 OF 29 J Sd m ' m H N Q Q a z g J a. i O a Q z LL QO pa G W 0 � ==O U z 6 U = W V 6 r5 uZ� V O G 6 N LL Z 00 n U IY I 91 E 3a 9- g 0 O' N 3= FII 6 V € y`- 0 o: a a a 0 F of N W ofz PORTION OF THE S 114, S 1/4, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. -------------- - - - - -- - - -- -- - - - - - - -- -- -� -r STA.2 +2 67(R DAVE) MATCH LINE SEE SHEET C11 - L -- ` -- _ ,.�.�( I f, 1 i s.42 CB#3 (4E 1)16. (j 3'L 1 m 5 n2' ur sTA. ' x r - -- YDn (TYPE 45) I P D =433.5 I \T I 1 1 • 21 � AUG NMEN . R ON AVE�IE I.E: -6" N=43B 2i 7 \PAD =432.5 430 ` 1 1 21 16 RIM ELEV #yi}$1 31.79 I 1 1+ ,TRACTA LE. 6" W=438 7 11 j j - - I 1 1 16 ° I.E. 2 W 4i?6,85 4127.04 1 �y I.E. 6° 5= 438 27' 1187 I I i I I 4 \5 11 4 E. lie ° Ep426.85 I { I PAD =431. 1 30 I. W N =426.8 I I I 12 } "' I I 1 9 1 1�l-38.36 I �� 1 1 111m 1 C (TYPE )15.17'R i 7 -� - - -- L-- - - - - -� \l ALIGNMENT: R DMON AVE E --�.� j`� 1 11 Z ' RIMI ELEV431.731 I j 11 10 ' I.E. 12" W =4@1- 427.20 I I p I -__ - -_ I L___ 1 o a fo 20 I - - - - -�- -� 1 434- - - -- -- \ \ - jr I AccESSi -- /) 2 T I I \ 1 " SCALE 1" - 20' ° - - o- I NE °- a': &24 �, ��. 2 e NEyJi MO- N. (PRNA a \ 1-11 16 .5 I 76:08 _ 14 ST) i �I1 -I, z11, ACCESS1 r- - - -- - - - - -1 - I I = A. 11F32.26 4 m - I- L E - - - - - -- - - -- I -- \ I _ A �i , - - r -- - -NEW MON_ \ ST 07 I x NE 14TH ST _ 1 UTH C9 #1, TYPE 1 0 +66.7 I/ \ I - - - - -- -\ - -- '1 I BL OFFS -_ ESA r. I I ( ) L STA.=e+59a3 s:35t 9. 2'y - - \ j \ \ 1 >,• I W2983 L 3 2 1 >-- ALIGNMENT: NE 14TH ST I /r \ - - - --j --- - - - - -- \ \ 11 $" Ip. RIM ELEV - 434.09 I.E. 6" s =4383 430.491 3 I 2 I.E. 6" N= 43969- 4 3 0.49 PAD =435.5 1 PAD =435.5 I I 1 t\ - "-- - 1 \ I I PAD =4335 All STA. -24 +38.93 - DMOND PL) v l I.E. 12" E= 429.59 \ _I- - - \ 1 \ / JJ OD =STA. 0 +00.0, ( MOND AVE) i TAPER I FR KEY MAP OM 10' W p 6' TO 4.5' = _ I1 L _ - C-4 �� �� /// /�� �h� ry 11 1 SCALE: 1" = 100' ------- - ___ --- j YD #1, (TYPE 45) I.E. 6" W= #3I}63 431.27 1 I.E. 6" S =430.63 431.27 / I.E. 6" E= 430.63 / I.E. 6" N =43965 431.27 434 TRACT D o o I GAS STUB - - _ - - -- 434 / `OPEN SPACE) 11y y I 11 2" MPE _ 3 o wA 1\1 89 "00'23" V1 223.12'- IP o P 9 / m N t� y ¢ \ \ - 436 ' I' � o Nh -0 o�ss q 1 JQ 1 y NAL L4N0 ,� mlo 11 m � NE 14TH ST AS BUILT INFORMATION ADDED SCALE: HORIZONTALF -20 BYGEODIMENSIGNS INC EsMr, SEE SHEET C07 FOR STREET SIGNS 0 +00 0 +20 0 +40 0 +60 0 +80 1 +00 1 +20 1 +40 1 +60 1 +80 2 +00 2 +20 NOTES• 1. ALL MAINLINE STORM PIPE SHALL BE ADS N -12 WT IB SM007H INTERIOR 431.5 430 STA 0 +7� I WALL PIPE UNLESS OTHERWISE NOTED. THE MAIN AND FITTINGS WILL NEED TO MfITCH EXISTING BE AIR TESTABLE PER ASTM F1417 WATERTIGHT FIELD TEST. CURB (�(m 11 a• SIDEWAI�JCGU &R & 2. ALL 6" AND 8" DIAMETER STORM PIPE SHALL BE PVC AS7M 3034 SDR 35. z S WCUT & BEGIN PAVING 1 Z 1 3. DUCTILE IRON PIPE IS REQUIRED FOR ALL PIPE WITH LESS THAN 2' OF 0 a 10 20 m Z I S WCUNE" HIND ` COVER. 1 _ 1 IVING GALE 1" = 20' 20 VERTICAL DATUM t 1^ NE MON. VERTICAL DATUM: CITY OF RENTON (NAVD88) 2 _ BENCHMARK o rvc r�sr1.7 5 1 SITE BENCH MARK: P I -- - - - - -- - -- A 1 -112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED NEW MON. z 1 w NE 14TH ST INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE. 11 � I (CITY OF RENTON #159) m z a 1 1� II ELEV. = 415.95' 00 F��z 1 1 0 BASIS OF BEARING PAD =433.5 co?,0 11 I �-� BASIS OF BEARINGS IS PLAT OF HIGHPOINTE o w N 1 DIVISION H (A.K.A. GREENFIELD 11), VOL. 216 PG. � = 98082.67 S.F. OR 2.25 .i n 1 1 10' TAPER /IW FROM w ± I / 1 w 6' TO 4.5' ACRES+ Hwy 11 / a^0 434 CTD n 11 w n Io o GAS S -IUB - - - - 1 TRA1 Q ¢ R=337228 CALL 48 HOURS 1 (OPEN SPACE) (o N 'I BEFORE YOU DIG ' 1- 800 - 424 -5555 REDMOND AVE NE AND NE 14TH ST INTERSECTION SCALE : 1" = 20' FOR APPROVAL BY. BY: rDOD 0 rI r U 'MWlliv co z Z�..(mW O OW LO CO IL C4 v3t O_ V ^ S� 42 QI o N •�U U a Z CD rD ^J^ N LPL Z X W LL Q(L i w VJ ro 0 Wf s W 0co<m M p 0000 LL IL U'20 � ZE PROJECT NO.: 12007 DRAWN BY: VK/ENM ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 NE 14TH ST ROAD AND STORM PLAN AND PROFLE 06085RD01- C10.DMG C10 SHEET 10 OF 29 J Sd m ' m H N Q Q a z g J a. i O Q z LL QO pa G W � ==O U z 6 LL Z 00 n U IY I 91 E 3a 9- g 0 O' N 3= FII 6 V € y`- 0 o: a a a 0 F of N W ofz PORTION OF THE S 114, S 1/4, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. -------------- - - - - -- - - -- -- - - - - - - -- -- -� -r STA.2 +2 67(R DAVE) MATCH LINE SEE SHEET C11 - L -- ` -- _ ,.�.�( I f, 1 i s.42 CB#3 (4E 1)16. (j 3'L 1 m 5 n2' ur sTA. ' x r - -- YDn (TYPE 45) I P D =433.5 I \T I 1 1 • 21 � AUG NMEN . R ON AVE�IE I.E: -6" N=43B 2i 7 \PAD =432.5 430 ` 1 1 21 16 RIM ELEV #yi}$1 31.79 I 1 1+ ,TRACTA LE. 6" W=438 7 11 j j - - I 1 1 16 ° I.E. 2 W 4i?6,85 4127.04 1 �y I.E. 6° 5= 438 27' 1187 I I i I I 4 \5 11 4 E. lie ° Ep426.85 I { I PAD =431. 1 30 I. W N =426.8 I I I 12 } "' I I 1 9 1 1�l-38.36 I �� 1 1 111m 1 C (TYPE )15.17'R i 7 -� - - -- L-- - - - - -� \l ALIGNMENT: R DMON AVE E --�.� j`� 1 11 Z ' RIMI ELEV431.731 I j 11 10 ' I.E. 12" W =4@1- 427.20 I I p I -__ - -_ I L___ 1 o a fo 20 I - - - - -�- -� 1 434- - - -- -- \ \ - jr I AccESSi -- /) 2 T I I \ 1 " SCALE 1" - 20' ° - - o- I NE °- a': &24 �, ��. 2 e NEyJi MO- N. (PRNA a \ 1-11 16 .5 I 76:08 _ 14 ST) i �I1 -I, z11, ACCESS1 r- - - -- - - - - -1 - I I = A. 11F32.26 4 m - I- L E - - - - - -- - - -- I -- \ I _ A �i , - - r -- - -NEW MON_ \ ST 07 I x NE 14TH ST _ 1 UTH C9 #1, TYPE 1 0 +66.7 I/ \ I - - - - -- -\ - -- '1 I BL OFFS -_ ESA r. I I ( ) L STA.=e+59a3 s:35t 9. 2'y - - \ j \ \ 1 >,• I W2983 L 3 2 1 >-- ALIGNMENT: NE 14TH ST I /r \ - - - --j --- - - - - -- \ \ 11 $" Ip. RIM ELEV - 434.09 I.E. 6" s =4383 430.491 3 I 2 I.E. 6" N= 43969- 4 3 0.49 PAD =435.5 1 PAD =435.5 I I 1 t\ - "-- - 1 \ I I PAD =4335 All STA. -24 +38.93 - DMOND PL) v l I.E. 12" E= 429.59 \ _I- - - \ 1 \ / JJ OD =STA. 0 +00.0, ( MOND AVE) i TAPER I FR KEY MAP OM 10' W p 6' TO 4.5' = _ I1 L _ - C-4 �� �� /// /�� �h� ry 11 1 SCALE: 1" = 100' ------- - ___ --- j YD #1, (TYPE 45) I.E. 6" W= #3I}63 431.27 1 I.E. 6" S =430.63 431.27 / I.E. 6" E= 430.63 / I.E. 6" N =43965 431.27 434 TRACT D o o I GAS STUB - - _ - - -- 434 / `OPEN SPACE) 11y y I 11 2" MPE _ 3 o wA 1\1 89 "00'23" V1 223.12'- IP o P 9 / m N t� y ¢ \ \ - 436 ' I' � o Nh -0 o�ss q 1 JQ 1 y NAL L4N0 ,� mlo 11 m � NE 14TH ST AS BUILT INFORMATION ADDED SCALE: HORIZONTALF -20 BYGEODIMENSIGNS INC EsMr, SEE SHEET C07 FOR STREET SIGNS 0 +00 0 +20 0 +40 0 +60 0 +80 1 +00 1 +20 1 +40 1 +60 1 +80 2 +00 2 +20 NOTES• 1. ALL MAINLINE STORM PIPE SHALL BE ADS N -12 WT IB SM007H INTERIOR 431.5 430 STA 0 +7� I WALL PIPE UNLESS OTHERWISE NOTED. THE MAIN AND FITTINGS WILL NEED TO MfITCH EXISTING BE AIR TESTABLE PER ASTM F1417 WATERTIGHT FIELD TEST. CURB (�(m 11 a• SIDEWAI�JCGU &R & 2. ALL 6" AND 8" DIAMETER STORM PIPE SHALL BE PVC AS7M 3034 SDR 35. z S WCUT & BEGIN PAVING 1 Z 1 3. DUCTILE IRON PIPE IS REQUIRED FOR ALL PIPE WITH LESS THAN 2' OF 0 a 10 20 m Z I S WCUNE" HIND ` COVER. 1 _ 1 IVING GALE 1" = 20' 20 VERTICAL DATUM t 1^ NE MON. VERTICAL DATUM: CITY OF RENTON (NAVD88) 2 _ BENCHMARK o rvc r�sr1.7 5 1 SITE BENCH MARK: P I -- - - - - -- - -- A 1 -112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED NEW MON. z 1 w NE 14TH ST INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE. 11 � I (CITY OF RENTON #159) m z a 1 1� II ELEV. = 415.95' 00 F��z 1 1 0 BASIS OF BEARING PAD =433.5 co?,0 11 I �-� BASIS OF BEARINGS IS PLAT OF HIGHPOINTE o w N 1 DIVISION H (A.K.A. GREENFIELD 11), VOL. 216 PG. � = 98082.67 S.F. OR 2.25 .i n 1 1 10' TAPER /IW FROM w ± I / 1 w 6' TO 4.5' ACRES+ Hwy 11 / a^0 434 CTD n 11 w n Io o GAS S -IUB - - - - 1 TRA1 Q ¢ R=337228 CALL 48 HOURS 1 (OPEN SPACE) (o N 'I BEFORE YOU DIG ' 1- 800 - 424 -5555 REDMOND AVE NE AND NE 14TH ST INTERSECTION SCALE : 1" = 20' FOR APPROVAL BY. BY: rDOD 0 rI r U 'MWlliv co z Z�..(mW O OW LO CO IL C4 v3t O_ V ^ S� 42 QI o N •�U U a Z CD rD ^J^ N LPL Z X W LL Q(L i w VJ ro 0 Wf s W 0co<m M p 0000 LL IL U'20 � ZE PROJECT NO.: 12007 DRAWN BY: VK/ENM ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 NE 14TH ST ROAD AND STORM PLAN AND PROFLE 06085RD01- C10.DMG C10 SHEET 10 OF 29 J Sd m ' m H N