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HomeMy WebLinkAboutS-398601A PORTION OF THE SW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON 11.1mmi (fl 00 d7 C'7 N i n z O Cn z Lu X W Lu W U) 3"" BRASS DISC W/ PUNCH MARK SOUTH 1/4 CORNER I� 10-23-05 (VISITED 3/07/06) CITY OF RENTON #1851 SURFACE MON I N: 180,978.6275 FEET (COR) E: 1,313,999.609 FEET (COR) VISITED 3-7-06 COR #1849 TO COR #1851 SEWER S 00°15'21" E 2,636.97' (M) SERVICE S 00' 15'36" E 2,636.90' (COR) o' SOUTH 1/4 CORNER TO CITY OF RENTON #1851 " S 85°49'31 E 18.76' QP ICY) o STA. 19+66.47, 11.56' LT. EX. SSMH I RIM=456.72 IE=448.00 (CTR CHANNEL) 0 IE=448.10, 8"(N)-IN FOUND SURFACE MON 1-1/2" ALUMINUM DISC WITH "X" INT'X NE 5TH PLACE HOQUTAM AVE. NE (VISITED 3/07/06) STA. 19+72.24, HOQUTAM AVENUE NE 972.24' 19+00 S 00° 10'56" W 1,317.65' D z I INT'X NE 4TH STREET HOQUTAM AVE. NE O 00 00 STA. 10+00.00, HOQUTAM AVENUE NE n N Z U0 - V rrl T cOo � cn I -C-i m FOUND MON IN CASE 4"X4" CONC. MON W/ 2" BRASS DISC & PUNCHMARK DOWN 0.45', 0.19' SOUTH 0.06' WEST OF CALC POS N I (VISITED 10/13/16) �F, � J � � I I z w Q U wol� 22' M � L0 Cn w U z x I W U) �I I SEWER SERVICE \P\-V aJ �6� �O 0 D H�Cn m= D / m .z m -� z O x m m o 0 vgv < < NNal py) R 0 N z 4.5' SEPERATION FROM NEW SEWER TO EX. STORM ml� 0 Jar &0,- x +0 om I f Z m QP ILO O L() 00 Ln + Q 00 In II L6 Q 00 U N Ln O•j U LLj r 9 � dzo 4J\1 � 0 Z �<D G0/ CID ' m = hQP� D oo z Ln o II -t + Q � SSMH 1 48" 1 o U LLnn RIM=458.86 d o � IE=452.02, 6" NW,NE)-IN J D IE=451 92 8"�S)-OUT SEWER SERVICE CD '��<0p Zen �0) m O 0) CO N v Ln (nU— <� , / m= D / e o. <. ° . m ° e CONC. WALK a N 00' 10'56" E 67.02' , �rnrrrrmrrmrrrmrmrrrmrrrmrmrrrmrrrrrrrrmrrmr rrrrrinrrirrrrirrrrrir»rirrTrirrTrrinrrirrrrirrTrrirmirrrrirrrrrirrnirrTri rrmimrirrmirmimrirrm rrrnrrmrimrirrmrrmirmirrrrirr L HUJ o 192LF., 8" PVC SS ©S=1 .99% 1 A , CONC. WALK a e �• o ° o'cI LIMITS OF 2" GRIND 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 11 41 _ � n -4 J N N I ' w w U) -I 21' z �I /AND (TYPICAL)OVERLAY 2D-+00 - 21 +00 22+00 "SD � 174.28' D n 51�n ?3; n �n — �rar rmrr razrr rani rani r�r r�i lurrrurruurrlurirurirrurr�rr r — 8' SEPERATION FROM NEW SEWER TO EX. STORM — JNOO „Zl 0D 22En D� EX. FOG LINE / I I T 7 LIMITS OF TRENCH —� RESTORATION �58 2 W L0 < -11 u 0 Cn w�PO cn (0 -`' M CA c0 N N 01 w J\Pp`L�p� QP 5- \ 0 \ m� 00 D 00 0 O " L II Ln °' + U CV Ln Qo II W 0 (% U I I I I I oQ o <Jp < QP EX. WD 90 8" WM FOG LINE ►y NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL \ \ OQUTAM AVENUE NE \ o x CID D D m Ln Ufl < I I 41 v� I - ' J U cn 0) O,I- U)IO w 0/ 0 J��Jti i J\P�`� ph �<0�� QP 458 ONOO „Z l 460 — o � INSTALL 6" SIDE SEWER STUB m< PER STD. PLAN #406.1 D I u I (TYPICAL) v � Q I 1 I I �o I J� �o za 41 U-i _ 2 Q w �+It g NOTE: ANY SIDEWALK DISTURBANCE WILL REQUIRE FULL REPLACEMENT AS �� �I E.X. PROFILE 460 Ln CENTERLINE HOQUTAM AVE_. NE 460 M NIMUMNEL RESTORATION H 1 g h I a 11 c Is q ,�, w. . ......................... _.___—_-----------.— { _-----.— z ----- T z I I Renton . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . . . . . . . . .� . . EX. WD#90 8" W..M... . . . .. . . . . . . . . . . . . . . . ONOO „ZI• FOUND MON IN CASE 4"X4" CONIC. MON W/ 2 BRASS DISC & PUNCHMARK OFF CENTER. DISC WAS LOOSE AND PULLED OUT OF CONC. PUT BRASS BACK IN CONC. AND LOCATED CENTER OF DISC DOWN 0.6' (VISITED 10/13/16) INT'X NE 6TH STREET/HOQUTAM AVE. NE STA. 23+27.26, HOQUTAM AVENUE NE GRAPHIC SCALE 0 10 20 40 inch = 20 feet N E 12th St lu Z Lu iv ` W < .1 rye 10th St } :F m 10 6rh �Pt EX. 12 SD NEAR = - I SS C�?S=1.�9� Ath St 92LF., 8" PVC ,�'� NE 4th �t 1 I: 450 i i . . . . 450 Z SSMH 1 48" RIM=458.86 1h AS -BUILT 01-1 1 -2019 IE=452.02, 6" NW,NE)-IN EX. SSMH: IE=451.92, 8" S)-OUT CONSTRUCTION RECORD DRAWING RIM-456.72 HOQUTAM AVENUE 'NE THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED 0 IE=448.00 (CTR CHANNEL) SEWER PROFILE BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED IE=448.10, 8"(N)-IN INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY OFFE ENGINEERS PLLC HORIZONTAL SCALE: 1 "=20' ON JANUARY 11, 2019. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE 20+00 21 +00 VERTICAL SCALE: 1 "=5' WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. tiL L • ��' OFFE ENGINEERS �� of `WASq jNc�'� SURVEYED: SCALE: VERTICAL. NAVD 1988 83/1 , P io°°�, 4SITE SURVEYING HORIZONTAL: NAD 1983/1991 13932 SOUTHEAST 159TH PLACE `a� ti >� DESIGNED: L. OFFE, P.E. CITY 0 F RENTON, WASHINGTON 98058 r ° DRAWN: RENTON PHONE: 425-260-3412 ��°°.�' 2'460 ° ONE INCH DATU M ��c/STE�� �,� CHECKED: IFAT NOT L SCAIF Planning/Building/Public Works Dept. CONTACT: DARRELL OFFS, P.E. S�ONAL° 01 /1 1 /2019 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY PROJEC SITE w Ill 4 RECORD DRAWINGS IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: 559 HOQUTAM SEWER EXTENSION 01/11/2019 TUSCANY CONSTRUCTION, LLC FIELDBOOK: PAGE: WASTE WATER PLAN & PROFILE DRAWING NO: 559 HOQUTAM AVENUE NE RENTON, WASHINGTON SHEET: 1 OF: 3 LO T u Q J S-398601