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HomeMy WebLinkAboutzS-2917Set8 a G 173 451 SCANNED JIJI 2 9 2001 c p �73 ROLL 1 452 bb.- C17js - 2ql?OL rCANNED JJJL 2 7 2001 a i RoiLL 17 3 4:5 C } — Yf' _s' SCANNED JUL 2 7 2001 m m S a c G p 00N n Q N N 3�C)o00 ��Dcjln mZ ^vv ao > ` v °xx�'� SEE RENTON STANDARD PLANS - SANITARY SEWER SANITARY SEWER MANHOLE 8071 MANHOLE FRAME AND COVER B074 CLEAN -OUT B076 AS- CONSTRUCTED WITHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EKIS77NG FIELD COND1770NS AS OF NOVEMBER 20, 2001. THE HORIZONTAL POS177ON OF MANHOLES CATCH BASINS AND SIDE SERVICE STUB MARKERS WITHIN THE PROPOSED RIGHT-OF-WAY WHICH VARY MORE THAN FIVE FEET FROM DESIGN LOCA77ON BASED ON A :VISUAL VER1F7CA770N OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REWSED'ON THESE PLANS 77-lE AS- CONSTRUCTED TOP AND INVERT ELEVA77ONS WERE DERIVED BY FIELD VER77CAL PROFILE 77ED TO THE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET: THE REVISED SLOPES BETWEEN S7RUC7URES ARE CALCULATED BASED ON THE As- CONS7RUC7E0 INVERT FLEVA77ONS AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE. PETERSON CONSUL77NG ENGINEERS DOES NOT CER77FY THE ACCURACY OF THE INFORMA77ON SUPPLIED BY 774£ CON7RACTOR, EVEN IF SUCH INFORMA77ON IS INCORPORATED IN THESE PLANS N .vs'gIONAL1. 1� I1'OI z EXPIRES'. 09/09/02 NONE ° ti Q o o U N r a � s Q M 8 Z Ww cn n n Z n n � n, h V7 O W zQ cn � ry � Q � z a m m S a c G p 00N n Q N N 3�C)o00 ��Dcjln mZ ^vv ao > ` v °xx�'� SEE RENTON STANDARD PLANS - SANITARY SEWER SANITARY SEWER MANHOLE 8071 MANHOLE FRAME AND COVER B074 CLEAN -OUT B076 AS- CONSTRUCTED WITHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EKIS77NG FIELD COND1770NS AS OF NOVEMBER 20, 2001. THE HORIZONTAL POS177ON OF MANHOLES CATCH BASINS AND SIDE SERVICE STUB MARKERS WITHIN THE PROPOSED RIGHT-OF-WAY WHICH VARY MORE THAN FIVE FEET FROM DESIGN LOCA77ON BASED ON A :VISUAL VER1F7CA770N OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REWSED'ON THESE PLANS 77-lE AS- CONSTRUCTED TOP AND INVERT ELEVA77ONS WERE DERIVED BY FIELD VER77CAL PROFILE 77ED TO THE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET: THE REVISED SLOPES BETWEEN S7RUC7URES ARE CALCULATED BASED ON THE As- CONS7RUC7E0 INVERT FLEVA77ONS AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE. PETERSON CONSUL77NG ENGINEERS DOES NOT CER77FY THE ACCURACY OF THE INFORMA77ON SUPPLIED BY 774£ CON7RACTOR, EVEN IF SUCH INFORMA77ON IS INCORPORATED IN THESE PLANS N .vs'gIONAL1. 1� I1'OI z EXPIRES'. 09/09/02 NONE 4 +15.32 NILE AVE =20 +00.00 NE 4T EX. 2+28.69. 3.73' LT ,I INTERSECT70N: 2 +25.00 NILE AVE NE =(F POND ACCESS RO/ EX. 75' WIPE EASEMENT A FOR ROADWAY (9109090560) 20' TEMPORARY F,\ TO BE REMOVED CONSTRUCTION Y 1 FOR ROAD. =:aY \ \ (7701130706) `e TO BE REMOVED _ _ \ \ \ SEWER STUB FOR ADJACENT PARCEL _ .CAP ® END.,_° -- .8,,:1E ..462.2 SECTION LINE 'I I , \ _ _ \ ADJACENT PROPERTY LINE /Z0 A w (a) ��- ` 29 -8" 21 +0a \ \ \\ - f'I; ' NE 4T _ \ R F ' SEWER STUB O - ` ADJACENT PARCEL. CAP @ PROPERTY LINE. SSMH 3 I_ 1 p D e 8" lE 470.28 a °' D _ - -_ 2r+ar.35 � o -- / &TERSECT /ON: I I 26' PRIVATE ACCESS- - _ MH 4 21 +86.68 NE 4�H PL + &PUBLIC UTILITYI - e y I -STORY a ' I I ` 1 F - - - -- 23+24.89.5 la R-T I wood FRAME P30 +00.00 ACCESS ESMT. I I EASEMENT \\ I I - -I ,I ON P05TS / / 30•a I I� � �\ I I II I II \ ' ' I I 1 ', I I I / W, \ it I \\ L - -- /% 2 .I I 6 I I I\ cl I\ / / \\ \ -- - - - - - -- - - - - -- -- -- - - - -- - -- 1 0 +64 f CLEAN -OUT $ - - - - - - - - - - I 0 +55 - - -- Q; - .® f k / r \ °° \ 4' 10' PRIVATE SANITARY %' Cl 1 d,.I (T Y') I 15 SEWER AND STORM ` I \ A 6A I \ _ _ _ DRAINAGE EASEMENT / 10,'PRI TESANITARY\\------ - - - - -, \, SEWER AND STORM \6' PVC SIDE SEWER I , DRAINAGE EASEMENT S*O.0200 (MIN.) I I I I 1 -STORY I ` "3 \ 18 "F I WOOD f'RAMf / /2" f 1 I \ 10' PUBLIC \ BSBL (TYP.) \ I 1 I \ \ HOUSE I 1 S>I/��I TARP SEWER \ I I I \ Jr \F\A SEMEN T \\ I 1 0112 Pf \e I \\ \ V�797704 - )• 1. \.� - ---- i - - - - -- -L j %// j e SSyH2 N \` \ ---- L- �---- ----- - - I it " \\ �5 � 1 1 °\ 31+83.63, 4.33'R pp ETE COIL Y I \ \ \ I \I I \ i �%. .I .ins° II '• \ \ I \\ \\ ♦} ' , I ©EI%e I \ \ \ TELEPHONE & PUBLIC U I I 20' PRIVATE ACCESS I TILI iY \ L EASEMENT_ (3575588) \ PP I .n SIGN \ \ \ e 10'. WIDE EASEMENT 14 "F \ \ , -- - -- - -- - - -- - - -- ' FOR POLE LINE _ \\ \\ �e�� 450- - - - -- \ -jiH ! P:. °H \ \� -_ =2-1- \ (88D418D670,1 _ ' ._.----- ---- - - - -- \..s..H - -- -uc. ucr ^ - - ' r ._ T. - . _ -' _ - --•. - - - _ _ - _ -- -. _. '7I/.. ,W UG -TMH UUtI'r. `7-- /'-' /-/ /f/GT -; /..- /, H'- W - - _ - _ - - -- _. - _ �kr -_ -__ °k• - ._._ -_ _._. _ __. ,I'" -/y rte_`_ GATE OR CHAIN PER` / �.. w =- �__,_ -•--_ - - _ _ _.._... -. -, SSMH , 1203 p - D _ _ D / 42' - ,WATER DISTR /CT 90T °� - - - - p R 9 +93.80, 15.07' L T -ss y�- - -s EX. 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R!M 477.58 ° � 20" 1E 4,55.48 (E, W) ° i / i -° .Gcr D uc / -� \b ° ,,-�- cr D pp /t / /, 4 / 7 ucr_T SCANNED FEB 1$ Z.JZ � s � I � s; r � , 4 ✓ - � . it �an q� I Ip1'I' ° ti Q o o U N r a N O Z Ww 4 +15.32 NILE AVE =20 +00.00 NE 4T EX. 2+28.69. 3.73' LT ,I INTERSECT70N: 2 +25.00 NILE AVE NE =(F POND ACCESS RO/ EX. 75' WIPE EASEMENT A FOR ROADWAY (9109090560) 20' TEMPORARY F,\ TO BE REMOVED CONSTRUCTION Y 1 FOR ROAD. =:aY \ \ (7701130706) `e TO BE REMOVED _ _ \ \ \ SEWER STUB FOR ADJACENT PARCEL _ .CAP ® END.,_° -- .8,,:1E ..462.2 SECTION LINE 'I I , \ _ _ \ ADJACENT PROPERTY LINE /Z0 A w (a) ��- ` 29 -8" 21 +0a \ \ \\ - f'I; ' NE 4T _ \ R F ' SEWER STUB O - ` ADJACENT PARCEL. CAP @ PROPERTY LINE. SSMH 3 I_ 1 p D e 8" lE 470.28 a °' D _ - -_ 2r+ar.35 � o -- / &TERSECT /ON: I I 26' PRIVATE ACCESS- - _ MH 4 21 +86.68 NE 4�H PL + &PUBLIC UTILITYI - e y I -STORY a ' I I ` 1 F - - - -- 23+24.89.5 la R-T I wood FRAME P30 +00.00 ACCESS ESMT. I I EASEMENT \\ I I - -I ,I ON P05TS / / 30•a I I� � �\ I I II I II \ ' ' I I 1 ', I I I / W, \ it I \\ L - -- /% 2 .I I 6 I I I\ cl I\ / / \\ \ -- - - - - - -- - - - - -- -- -- - - - -- - -- 1 0 +64 f CLEAN -OUT $ - - - - - - - - - - I 0 +55 - - -- Q; - .® f k / r \ °° \ 4' 10' PRIVATE SANITARY %' Cl 1 d,.I (T Y') I 15 SEWER AND STORM ` I \ A 6A I \ _ _ _ DRAINAGE EASEMENT / 10,'PRI TESANITARY\\------ - - - - -, \, SEWER AND STORM \6' PVC SIDE SEWER I , DRAINAGE EASEMENT S*O.0200 (MIN.) I I I I 1 -STORY I ` "3 \ 18 "F I WOOD f'RAMf / /2" f 1 I \ 10' PUBLIC \ BSBL (TYP.) \ I 1 I \ \ HOUSE I 1 S>I/��I TARP SEWER \ I I I \ Jr \F\A SEMEN T \\ I 1 0112 Pf \e I \\ \ V�797704 - )• 1. \.� - ---- i - - - - -- -L j %// j e SSyH2 N \` \ ---- L- �---- ----- - - I it " \\ �5 � 1 1 °\ 31+83.63, 4.33'R pp ETE COIL Y I \ \ \ I \I I \ i �%. .I .ins° II '• \ \ I \\ \\ ♦} ' , I ©EI%e I \ \ \ TELEPHONE & PUBLIC U I I 20' PRIVATE ACCESS I TILI iY \ L EASEMENT_ (3575588) \ PP I .n SIGN \ \ \ e 10'. WIDE EASEMENT 14 "F \ \ , -- - -- - -- - - -- - - -- ' FOR POLE LINE _ \\ \\ �e�� 450- - - - -- \ -jiH ! P:. °H \ \� -_ =2-1- \ (88D418D670,1 _ ' ._.----- ---- - - - -- \..s..H - -- -uc. ucr ^ - - ' r ._ T. - . _ -' _ - --•. - - - _ _ - _ -- -. _. '7I/.. ,W UG -TMH UUtI'r. `7-- /'-' /-/ /f/GT -; /..- /, H'- W - - _ - _ - - -- _. - _ �kr -_ -__ °k• - ._._ -_ _._. _ __. ,I'" -/y rte_`_ GATE OR CHAIN PER` / �.. w =- �__,_ -•--_ - - _ _ _.._... -. -, SSMH , 1203 p - D _ _ D / 42' - ,WATER DISTR /CT 90T °� - - - - p R 9 +93.80, 15.07' L T -ss y�- - -s EX. WATER f- - - -- - /-_- -. -= - ucr- 7/`-- f-� -vc T. - - - q�N - - - -- -sc. -_ _ d _ROW.- M / d p j D � -mss! - . -- - RIM 454.39 � � � � g - D � DRAINAGE EASEMEN7•s� ° D ° - R D / - D FOR KING COUNTY D - d - - -ss 20" lE 438 92 E, W �° rS ry -� _gs -- ° ss -D - b 12" /E °'3? 9^ (N) d / d (8704147566) d �BNNEE=r rB--= D '_ tee_ ° p TO BE RFMOVEDOOIR l/ �,( 72 +00 4 D 13+00 D p ° D R d p - ° d D R P G D ° o Yz3 +14.86 R - D° ° D INTERSECTION., INTERSECT /ON. . NE 4TH S T, I ° -- ° E X�- , SMH # 1764 caM =1 +00.00 NILE AVNE 1 . H ACCESS ESMV . R!M 477.58 ° � 20" 1E 4,55.48 (E, W) ° i / i -° .Gcr D uc / -� \b ° ,,-�- cr D pp /t / /, 4 / 7 ucr_T SCANNED FEB 1$ Z.JZ � s � I � s; r � , 4 ✓ - � . it �an q� I Ip1'I' c � � 'n e m a �' �, j � r �J m� � _ a �' �, j � r �J m� � _ c ' � e m W C SCANNED FEB 15 2002