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HomeMy WebLinkAboutS-40610111.101 T (D i N i n Z O U) Z W I— X W >W W U) Li Q z U- LIMITS OF ROAD SECTION MODIFICATION 4" HMA OVER 6" BASE COURSE; PER DIRECTION OF CITY INSPECTOR (TYPICAL) �JrLO ,o (1QP0 �G QP MONUMENT STA. 10+00.00, NE 1st STREET 0 W O 0 O O �00 Uj N �o w ZJ OU O� 0) Q �a 2 A PORTION OF THE SW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON O O 0 O O co N 0) O W U KINI=JZS /.bJ ' IE=381.27, MID -CHANNEL _ -5 N o FOUND MONUMENT IN \ CASE, NAIL IN CONC. Nc� �G MONUMENT DOWN 0.25' +/- QP (VISITED 10/2018) O O / O O 00 N O c0 W U a IW z �W �Iz 30' I 30' ;W I 3�:W z NN z ------------------- --- -- 2 EACH -2" HMA LAYERS 6" BASE CO URSE SECTION A -A ROAD REPLACEMENT OF EXISTING ASPHALT 0 �co W o TREE PROTECTION FENCING o/ PER CITY STANDARDS co 0 CIO ~ N rn ` o o I W �N 111: �aQ 0) 14C ^ CO il�t:> J W ' 18C 18W f � I CD J 12'V 00 � Cn 00 r r7 o �Om �a N II o A 000 < rrl a- m t1� II Lf� U �p-i�-{P--�P- TP.,� n O+ U r7 a- N LL m rrt 00 +UI,�Q OIL a DO � < `�Q 11 W rn fOxt I 15 G -1R `y� in U — 1 W o � O 0 �Do N O O W Z J LU oo � to IT 1 1I ll -FENCE Cf) N Z7 M <m _< M (� ;:7 m ��T�iiai►��ZLFilm _ _A - r IE=380.40 (CTR CHANNEL) NE 1ST S __ i--d� — - �eHr - d - — `tip--d�r- \ INV= 5.38 �_-_--__-_-- -_---I - - - _ _T 14+00 13+00 ___ --- 0.56%� 12+00 -� LIMITS OF ROAD SECTION MODIFICATION g SS @S- ---- 4 HMA OVER 6 BASE COURSE; PER DIRECTION ---� 6.4LF•, _____-- OF CITY INSPECTOR (TYPICAL) REST +p0 A NE ST STA_ RI RIM=3P, A - —CRBIM=382 1 1 INV=3- INV=381.72(36° E,W) 00 LJ 7. U 't 00 W Lc�� � U INN 11 � � �� Lj ±U 117 �� QO II �00 A �Uw Wp 0 O O o00 Z N N (o W � LLJ � J O N U 0) � aQ W ww Cn O �O II (nUw W U W cCo O �- O 0O �00 N 0) �(o W � ZJ D) � O U O� V) aQ * NOTE: CONTRACTOR/DEVELOPER TO OBTAIN PERMISSION FROM PROPERTY OWNER TO INSTALL CLEANOUT AS SHOWN. IF PERMISSION IS NOT GRANTED, THEN INSTALL CLEANOUT WITHIN PUBLIC RIGHT-OF-WAY. W U W > W W V) a0 S S M H RIM=390.76 99(8"N) INV=378. (8"W) INV=378.89 8"S) NOTE: SIDE SEWERS TO BE 6" PER CITY STD. PLAN #406.1 , WITH 6" CLEAN OUT AND CONCRETE PAD PER STD. PLAN #403.1 NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS 390 . : : MAINTAIN 1:2" SEPERATION 390 .......:...........:...........:.......... .......... EX.'GRADE' 'C�°CENTERLINE°........... °.36 'STN1; 382.39-385'.39..........°...........°._ N:E 1 st STREET 8" SEWER; : 380.66-381:.32 ____�--------- -----------=---------------:--- - - - - - - - - - -.----------- 36 STORM SIDE SEWER . :...........:... .... :........... :............ .. .. .....,TYPICAL... .............,. I I . I. 0 -- EX. 8" SS @S=0:55_%__ 380 : :...........:........... : 156.4LF., . 8. PVC. QS--.0.56% 2 ..... ; ......... -----:---------------- .................................. - _ _ 0 SSMH 1, 54" RIM=387.63 EX. SSMH IE=381.27-, MID -CHANNEL NE 1ST STREET RIM=388.06 SEWER PROFILE : ....IE=380,40..(CTR . CHANNEL).......... . 10+00 .11+00 12+00 HORIZONTAL SCALE: 1 "=30' L VERTICAL SCALE::1 "=5' OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. �y1`pF �W48go��'� a a .'0 Nero y o� `0 -,e,A� 27460 0 o�FSS ONAL��'��\ 11/05/2020 3 ADDED NE 1 st RE -CONSTRUCTION DLO 110520 2 SYSTEM AS-BUILTS DLO 092820 1 REVISED PER CITY COMMENTS DATED 05072019 DLO 052319 NO. REVISION BY DATE SURVEYED: 4SITE SURVEYING DESIGNED: D. L. OFFE, P.E. DRAWN: CHECKED: AP P R I APPROVED SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M FOUND MON. IN CASE PUNCH IN BRASS DISK IN CONC. MON. DOWN 0.45' +/- (VISITED 10/2018) 0.47' EAST OF CALCULATED POSITION MONUMENT, INT'X NE 1st STREET/ HOQUTAM AVENUE NE STA. 14+82.54, NE 1st STREET �2 AS -BUILT NOTES: AO SIDE SEWER 6.2' PVC + 28.5' D.I. © SIDE SEWER 29.25' PVC GRAPHIC SCALE 0 15 30 60 > inch 30 feet EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 Regional Boa' � S wlldland - 0 i M Park , O �( �y. ;r ty lltf �- �` _ 117tl1� ('rr.tlilcl�l 44 £ � r Hi g hl:lntls Y Zorn :t Park < 3 II 'T T < - r°4tn ne.en st PROJECT st Ilarn .e It 3ra ,t tb'cL'.a ,,e SITE v i� < ; ' Lake ;ut' �,�d St .ky Maplel.t,�'ri � ,� � � o KOfllkti Renton ood Cedar Maf c«x I1t t�;nts I»: ,: ,r l l..th ;r x R,ver ,� f Nattga Zone c > 16 •!` y` 1�v%,Z(i Nat* sr oM ta So0 1'.11tnNCreek Park s ^,,•,, ►...:,- SF Rentpn a k ••, and Trail Y r se161tiff. 0." McGarwy 1 ny„ Park Open Dl plr space Fl ei g r 1 Mth �r N •tf• M s 4 ►wturr,i Ze 1 Arm AS 22-BUILT 1 1-07-2019 OFFE ENGINEERS; 09-24-2020 4 SITE SURVEYING CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE SANITARY SEWER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY OFFE ENGINEERS, PLLC, ON NOVEMBER 7, 2019 AND 4-SITE SURVEYING ON SEPTEMBER, 24, 2020. CITY OF R RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: NE 1 st STREET SEWER EXTENSION 1 /05/2020 TUSCANY CONSTRUCTION, LLC PAGE: WASTE WATER PLAN & PROFILE DRAWING NO: 5002 NE 1st STREET RENTON, WASHINGTON SHEEP: 1 OF: 3 TC:) V J u S-406101 W o � O 0 �Do N O O W Z J LU oo � to IT 1 1I ll -FENCE Cf) N Z7 M <m _< M (� ;:7 m ��T�iiai►��ZLFilm _ _A - r IE=380.40 (CTR CHANNEL) NE 1ST S __ i--d� — - �eHr - d - — `tip--d�r- \ INV= 5.38 �_-_--__-_-- -_---I - - - _ _T 14+00 13+00 ___ --- 0.56%� 12+00 -� LIMITS OF ROAD SECTION MODIFICATION g SS @S- ---- 4 HMA OVER 6 BASE COURSE; PER DIRECTION ---� 6.4LF•, _____-- OF CITY INSPECTOR (TYPICAL) REST +p0 A NE ST STA_ RI RIM=3P, A - —CRBIM=382 1 1 INV=3- INV=381.72(36° E,W) 00 LJ 7. U 't 00 W Lc�� � U INN 11 � � �� Lj ±U 117 �� QO II �00 A �Uw Wp 0 O O o00 Z N N (o W � LLJ � J O N U 0) � aQ W ww Cn O �O II (nUw W U W cCo O �- O 0O �00 N 0) �(o W � ZJ D) � O U O� V) aQ * NOTE: CONTRACTOR/DEVELOPER TO OBTAIN PERMISSION FROM PROPERTY OWNER TO INSTALL CLEANOUT AS SHOWN. IF PERMISSION IS NOT GRANTED, THEN INSTALL CLEANOUT WITHIN PUBLIC RIGHT-OF-WAY. W U W > W W V) a0 S S M H RIM=390.76 99(8"N) INV=378. (8"W) INV=378.89 8"S) NOTE: SIDE SEWERS TO BE 6" PER CITY STD. PLAN #406.1 , WITH 6" CLEAN OUT AND CONCRETE PAD PER STD. PLAN #403.1 NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS 390 . : : MAINTAIN 1:2" SEPERATION 390 .......:...........:...........:.......... .......... EX.'GRADE' 'C�°CENTERLINE°........... °.36 'STN1; 382.39-385'.39..........°...........°._ N:E 1 st STREET 8" SEWER; : 380.66-381:.32 ____�--------- -----------=---------------:--- - - - - - - - - - -.----------- 36 STORM SIDE SEWER . :...........:... .... :........... :............ .. .. .....,TYPICAL... .............,. I I . I. 0 -- EX. 8" SS @S=0:55_%__ 380 : :...........:........... : 156.4LF., . 8. PVC. QS--.0.56% 2 ..... ; ......... -----:---------------- .................................. - _ _ 0 SSMH 1, 54" RIM=387.63 EX. SSMH IE=381.27-, MID -CHANNEL NE 1ST STREET RIM=388.06 SEWER PROFILE : ....IE=380,40..(CTR . CHANNEL).......... . 10+00 .11+00 12+00 HORIZONTAL SCALE: 1 "=30' L VERTICAL SCALE::1 "=5' OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. �y1`pF �W48go��'� a a .'0 Nero y o� `0 -,e,A� 27460 0 o�FSS ONAL��'��\ 11/05/2020 3 ADDED NE 1 st RE -CONSTRUCTION DLO 110520 2 SYSTEM AS-BUILTS DLO 092820 1 REVISED PER CITY COMMENTS DATED 05072019 DLO 052319 NO. REVISION BY DATE SURVEYED: 4SITE SURVEYING DESIGNED: D. L. OFFE, P.E. DRAWN: CHECKED: AP P R I APPROVED SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M FOUND MON. IN CASE PUNCH IN BRASS DISK IN CONC. MON. DOWN 0.45' +/- (VISITED 10/2018) 0.47' EAST OF CALCULATED POSITION MONUMENT, INT'X NE 1st STREET/ HOQUTAM AVENUE NE STA. 14+82.54, NE 1st STREET �2 AS -BUILT NOTES: AO SIDE SEWER 6.2' PVC + 28.5' D.I. © SIDE SEWER 29.25' PVC GRAPHIC SCALE 0 15 30 60 > inch 30 feet EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 Regional Boa' � S wlldland - 0 i M Park , O �( �y. ;r ty lltf �- �` _ 117tl1� ('rr.tlilcl�l 44 £ � r Hi g hl:lntls Y Zorn :t Park < 3 II 'T T < - r°4tn ne.en st PROJECT st Ilarn .e It 3ra ,t tb'cL'.a ,,e SITE v i� < ; ' Lake ;ut' �,�d St .ky Maplel.t,�'ri � ,� � � o KOfllkti Renton ood Cedar Maf c«x I1t t�;nts I»: ,: ,r l l..th ;r x R,ver ,� f Nattga Zone c > 16 •!` y` 1�v%,Z(i Nat* sr oM ta So0 1'.11tnNCreek Park s ^,,•,, ►...:,- SF Rentpn a k ••, and Trail Y r se161tiff. 0." McGarwy 1 ny„ Park Open Dl plr space Fl ei g r 1 Mth �r N •tf• M s 4 ►wturr,i Ze 1 Arm AS 22-BUILT 1 1-07-2019 OFFE ENGINEERS; 09-24-2020 4 SITE SURVEYING CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE SANITARY SEWER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY OFFE ENGINEERS, PLLC, ON NOVEMBER 7, 2019 AND 4-SITE SURVEYING ON SEPTEMBER, 24, 2020. CITY OF R RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: NE 1 st STREET SEWER EXTENSION 1 /05/2020 TUSCANY CONSTRUCTION, LLC PAGE: WASTE WATER PLAN & PROFILE DRAWING NO: 5002 NE 1st STREET RENTON, WASHINGTON SHEEP: 1 OF: 3 TC:) V J u S-406101 ��T�iiai►��ZLFilm _ _A - r IE=380.40 (CTR CHANNEL) NE 1ST S __ i--d� — - �eHr - d - — `tip--d�r- \ INV= 5.38 �_-_--__-_-- -_---I - - - _ _T 14+00 13+00 ___ --- 0.56%� 12+00 -� LIMITS OF ROAD SECTION MODIFICATION g SS @S- ---- 4 HMA OVER 6 BASE COURSE; PER DIRECTION ---� 6.4LF•, _____-- OF CITY INSPECTOR (TYPICAL) REST +p0 A NE ST STA_ RI RIM=3P, A - —CRBIM=382 1 1 INV=3- INV=381.72(36° E,W) 00 LJ 7. U 't 00 W Lc�� � U INN 11 � � �� Lj ±U 117 �� QO II �00 A �Uw Wp 0 O O o00 Z N N (o W � LLJ � J O N U 0) � aQ W ww Cn O �O II (nUw W U W cCo O �- O 0O �00 N 0) �(o W � ZJ D) � O U O� V) aQ * NOTE: CONTRACTOR/DEVELOPER TO OBTAIN PERMISSION FROM PROPERTY OWNER TO INSTALL CLEANOUT AS SHOWN. IF PERMISSION IS NOT GRANTED, THEN INSTALL CLEANOUT WITHIN PUBLIC RIGHT-OF-WAY. W U W > W W V) a0 S S M H RIM=390.76 99(8"N) INV=378. (8"W) INV=378.89 8"S) NOTE: SIDE SEWERS TO BE 6" PER CITY STD. PLAN #406.1 , WITH 6" CLEAN OUT AND CONCRETE PAD PER STD. PLAN #403.1 NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS 390 . : : MAINTAIN 1:2" SEPERATION 390 .......:...........:...........:.......... .......... EX.'GRADE' 'C�°CENTERLINE°........... °.36 'STN1; 382.39-385'.39..........°...........°._ N:E 1 st STREET 8" SEWER; : 380.66-381:.32 ____�--------- -----------=---------------:--- - - - - - - - - - -.----------- 36 STORM SIDE SEWER . :...........:... .... :........... :............ .. .. .....,TYPICAL... .............,. I I . I. 0 -- EX. 8" SS @S=0:55_%__ 380 : :...........:........... : 156.4LF., . 8. PVC. QS--.0.56% 2 ..... ; ......... -----:---------------- .................................. - _ _ 0 SSMH 1, 54" RIM=387.63 EX. SSMH IE=381.27-, MID -CHANNEL NE 1ST STREET RIM=388.06 SEWER PROFILE : ....IE=380,40..(CTR . CHANNEL).......... . 10+00 .11+00 12+00 HORIZONTAL SCALE: 1 "=30' L VERTICAL SCALE::1 "=5' OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. �y1`pF �W48go��'� a a .'0 Nero y o� `0 -,e,A� 27460 0 o�FSS ONAL��'��\ 11/05/2020 3 ADDED NE 1 st RE -CONSTRUCTION DLO 110520 2 SYSTEM AS-BUILTS DLO 092820 1 REVISED PER CITY COMMENTS DATED 05072019 DLO 052319 NO. REVISION BY DATE SURVEYED: 4SITE SURVEYING DESIGNED: D. L. OFFE, P.E. DRAWN: CHECKED: AP P R I APPROVED SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M FOUND MON. IN CASE PUNCH IN BRASS DISK IN CONC. MON. DOWN 0.45' +/- (VISITED 10/2018) 0.47' EAST OF CALCULATED POSITION MONUMENT, INT'X NE 1st STREET/ HOQUTAM AVENUE NE STA. 14+82.54, NE 1st STREET �2 AS -BUILT NOTES: AO SIDE SEWER 6.2' PVC + 28.5' D.I. © SIDE SEWER 29.25' PVC GRAPHIC SCALE 0 15 30 60 > inch 30 feet EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 Regional Boa' � S wlldland - 0 i M Park , O �( �y. ;r ty lltf �- �` _ 117tl1� ('rr.tlilcl�l 44 £ � r Hi g hl:lntls Y Zorn :t Park < 3 II 'T T < - r°4tn ne.en st PROJECT st Ilarn .e It 3ra ,t tb'cL'.a ,,e SITE v i� < ; ' Lake ;ut' �,�d St .ky Maplel.t,�'ri � ,� � � o KOfllkti Renton ood Cedar Maf c«x I1t t�;nts I»: ,: ,r l l..th ;r x R,ver ,� f Nattga Zone c > 16 •!` y` 1�v%,Z(i Nat* sr oM ta So0 1'.11tnNCreek Park s ^,,•,, ►...:,- SF Rentpn a k ••, and Trail Y r se161tiff. 0." McGarwy 1 ny„ Park Open Dl plr space Fl ei g r 1 Mth �r N •tf• M s 4 ►wturr,i Ze 1 Arm AS 22-BUILT 1 1-07-2019 OFFE ENGINEERS; 09-24-2020 4 SITE SURVEYING CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE SANITARY SEWER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY OFFE ENGINEERS, PLLC, ON NOVEMBER 7, 2019 AND 4-SITE SURVEYING ON SEPTEMBER, 24, 2020. CITY OF R RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: NE 1 st STREET SEWER EXTENSION 1 /05/2020 TUSCANY CONSTRUCTION, LLC PAGE: WASTE WATER PLAN & PROFILE DRAWING NO: 5002 NE 1st STREET RENTON, WASHINGTON SHEEP: 1 OF: 3 TC:) V J u S-406101 0 O O o00 Z N N (o W � LLJ � J O N U 0) � aQ W ww Cn O �O II (nUw W U W cCo O �- O 0O �00 N 0) �(o W � ZJ D) � O U O� V) aQ * NOTE: CONTRACTOR/DEVELOPER TO OBTAIN PERMISSION FROM PROPERTY OWNER TO INSTALL CLEANOUT AS SHOWN. IF PERMISSION IS NOT GRANTED, THEN INSTALL CLEANOUT WITHIN PUBLIC RIGHT-OF-WAY. W U W > W W V) a0 S S M H RIM=390.76 99(8"N) INV=378. (8"W) INV=378.89 8"S) NOTE: SIDE SEWERS TO BE 6" PER CITY STD. PLAN #406.1 , WITH 6" CLEAN OUT AND CONCRETE PAD PER STD. PLAN #403.1 NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS 390 . : : MAINTAIN 1:2" SEPERATION 390 .......:...........:...........:.......... .......... EX.'GRADE' 'C�°CENTERLINE°........... °.36 'STN1; 382.39-385'.39..........°...........°._ N:E 1 st STREET 8" SEWER; : 380.66-381:.32 ____�--------- -----------=---------------:--- - - - - - - - - - -.----------- 36 STORM SIDE SEWER . :...........:... .... :........... :............ .. .. .....,TYPICAL... .............,. I I . I. 0 -- EX. 8" SS @S=0:55_%__ 380 : :...........:........... : 156.4LF., . 8. PVC. QS--.0.56% 2 ..... ; ......... -----:---------------- .................................. - _ _ 0 SSMH 1, 54" RIM=387.63 EX. SSMH IE=381.27-, MID -CHANNEL NE 1ST STREET RIM=388.06 SEWER PROFILE : ....IE=380,40..(CTR . CHANNEL).......... . 10+00 .11+00 12+00 HORIZONTAL SCALE: 1 "=30' L VERTICAL SCALE::1 "=5' OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. �y1`pF �W48go��'� a a .'0 Nero y o� `0 -,e,A� 27460 0 o�FSS ONAL��'��\ 11/05/2020 3 ADDED NE 1 st RE -CONSTRUCTION DLO 110520 2 SYSTEM AS-BUILTS DLO 092820 1 REVISED PER CITY COMMENTS DATED 05072019 DLO 052319 NO. REVISION BY DATE SURVEYED: 4SITE SURVEYING DESIGNED: D. L. OFFE, P.E. DRAWN: CHECKED: AP P R I APPROVED SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M FOUND MON. IN CASE PUNCH IN BRASS DISK IN CONC. MON. DOWN 0.45' +/- (VISITED 10/2018) 0.47' EAST OF CALCULATED POSITION MONUMENT, INT'X NE 1st STREET/ HOQUTAM AVENUE NE STA. 14+82.54, NE 1st STREET �2 AS -BUILT NOTES: AO SIDE SEWER 6.2' PVC + 28.5' D.I. © SIDE SEWER 29.25' PVC GRAPHIC SCALE 0 15 30 60 > inch 30 feet EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 Regional Boa' � S wlldland - 0 i M Park , O �( �y. ;r ty lltf �- �` _ 117tl1� ('rr.tlilcl�l 44 £ � r Hi g hl:lntls Y Zorn :t Park < 3 II 'T T < - r°4tn ne.en st PROJECT st Ilarn .e It 3ra ,t tb'cL'.a ,,e SITE v i� < ; ' Lake ;ut' �,�d St .ky Maplel.t,�'ri � ,� � � o KOfllkti Renton ood Cedar Maf c«x I1t t�;nts I»: ,: ,r l l..th ;r x R,ver ,� f Nattga Zone c > 16 •!` y` 1�v%,Z(i Nat* sr oM ta So0 1'.11tnNCreek Park s ^,,•,, ►...:,- SF Rentpn a k ••, and Trail Y r se161tiff. 0." McGarwy 1 ny„ Park Open Dl plr space Fl ei g r 1 Mth �r N •tf• M s 4 ►wturr,i Ze 1 Arm AS 22-BUILT 1 1-07-2019 OFFE ENGINEERS; 09-24-2020 4 SITE SURVEYING CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE SANITARY SEWER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY OFFE ENGINEERS, PLLC, ON NOVEMBER 7, 2019 AND 4-SITE SURVEYING ON SEPTEMBER, 24, 2020. CITY OF R RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: NE 1 st STREET SEWER EXTENSION 1 /05/2020 TUSCANY CONSTRUCTION, LLC PAGE: WASTE WATER PLAN & PROFILE DRAWING NO: 5002 NE 1st STREET RENTON, WASHINGTON SHEEP: 1 OF: 3 TC:) V J u S-406101